Electromagnetic radiation detection from cubical mortar sample and its theoretical model
Electromagnetic radiation (EMR) signals have been detected from cubical cement mortar specimens during quasi-static compression and impact loading. In case of quasi-static compression EMR voltage vary from 45 to 13 mV while for impact height of 18 cm EMR voltage was found to vary between 434 and 228...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Kumar Sharma, Sumeet [verfasserIn] Kumar, Amit [verfasserIn] Chauhan, Vishal S. [verfasserIn] Kiran, Raj [verfasserIn] Kumar, Rajeev [verfasserIn] |
|---|
| Format: |
E-Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2020 |
|---|
| Schlagwörter: |
|---|
| Übergeordnetes Werk: |
Enthalten in: Materials science and engineering / B - New York, NY [u.a.] : Elsevier, 1988, 260 |
|---|---|
| Übergeordnetes Werk: |
volume:260 |
| DOI / URN: |
10.1016/j.mseb.2020.114638 |
|---|
| Katalog-ID: |
ELV004554205 |
|---|
| LEADER | 01000caa a22002652 4500 | ||
|---|---|---|---|
| 001 | ELV004554205 | ||
| 003 | DE-627 | ||
| 005 | 20230524150803.0 | ||
| 007 | cr uuu---uuuuu | ||
| 008 | 230502s2020 xx |||||o 00| ||eng c | ||
| 024 | 7 | |a 10.1016/j.mseb.2020.114638 |2 doi | |
| 035 | |a (DE-627)ELV004554205 | ||
| 035 | |a (ELSEVIER)S0921-5107(20)30145-8 | ||
| 040 | |a DE-627 |b ger |c DE-627 |e rda | ||
| 041 | |a eng | ||
| 082 | 0 | 4 | |a 600 |a 670 |q DE-600 |
| 084 | |a 51.00 |2 bkl | ||
| 084 | |a 51.45 |2 bkl | ||
| 100 | 1 | |a Kumar Sharma, Sumeet |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a Electromagnetic radiation detection from cubical mortar sample and its theoretical model |
| 264 | 1 | |c 2020 | |
| 336 | |a nicht spezifiziert |b zzz |2 rdacontent | ||
| 337 | |a Computermedien |b c |2 rdamedia | ||
| 338 | |a Online-Ressource |b cr |2 rdacarrier | ||
| 520 | |a Electromagnetic radiation (EMR) signals have been detected from cubical cement mortar specimens during quasi-static compression and impact loading. In case of quasi-static compression EMR voltage vary from 45 to 13 mV while for impact height of 18 cm EMR voltage was found to vary between 434 and 228 mV. Nature of variation of EMR voltage and evaporable water content with increase in number of curing days is observed to be similar. Based on the EMR signals obtained during repetitive impacts mathematical model for EMR under impact loading is presented. Ions contained in the capillary and gel pores of the cement form dipoles and vibrations of dipoles under impact has been considered as the possible source of the observed emissions. EMR signals obtained using proposed model are in good agreement with the experimental ones in terms of nature as well as in amplitude and can be used for deformation monitoring. | ||
| 650 | 4 | |a Mortar | |
| 650 | 4 | |a Electromagnetic radiation (EMR) | |
| 650 | 4 | |a Impact loading | |
| 700 | 1 | |a Kumar, Amit |e verfasserin |4 aut | |
| 700 | 1 | |a Chauhan, Vishal S. |e verfasserin |4 aut | |
| 700 | 1 | |a Kiran, Raj |e verfasserin |4 aut | |
| 700 | 1 | |a Kumar, Rajeev |e verfasserin |4 aut | |
| 773 | 0 | 8 | |i Enthalten in |t Materials science and engineering / B |d New York, NY [u.a.] : Elsevier, 1988 |g 260 |h Online-Ressource |w (DE-627)302720731 |w (DE-600)1492109-1 |w (DE-576)259483982 |x 1873-4944 |7 nnns |
| 773 | 1 | 8 | |g volume:260 |
| 912 | |a GBV_USEFLAG_U | ||
| 912 | |a SYSFLAG_U | ||
| 912 | |a GBV_ELV | ||
| 912 | |a GBV_ILN_20 | ||
| 912 | |a GBV_ILN_22 | ||
| 912 | |a GBV_ILN_23 | ||
| 912 | |a GBV_ILN_24 | ||
| 912 | |a GBV_ILN_31 | ||
| 912 | |a GBV_ILN_32 | ||
| 912 | |a GBV_ILN_40 | ||
| 912 | |a GBV_ILN_60 | ||
| 912 | |a GBV_ILN_62 | ||
| 912 | |a GBV_ILN_63 | ||
| 912 | |a GBV_ILN_65 | ||
| 912 | |a GBV_ILN_69 | ||
| 912 | |a GBV_ILN_70 | ||
| 912 | |a GBV_ILN_73 | ||
| 912 | |a GBV_ILN_74 | ||
| 912 | |a GBV_ILN_90 | ||
| 912 | |a GBV_ILN_95 | ||
| 912 | |a GBV_ILN_100 | ||
| 912 | |a GBV_ILN_105 | ||
| 912 | |a GBV_ILN_110 | ||
| 912 | |a GBV_ILN_150 | ||
| 912 | |a GBV_ILN_151 | ||
| 912 | |a GBV_ILN_224 | ||
| 912 | |a GBV_ILN_370 | ||
| 912 | |a GBV_ILN_602 | ||
| 912 | |a GBV_ILN_702 | ||
| 912 | |a GBV_ILN_2003 | ||
| 912 | |a GBV_ILN_2004 | ||
| 912 | |a GBV_ILN_2005 | ||
| 912 | |a GBV_ILN_2008 | ||
| 912 | |a GBV_ILN_2011 | ||
| 912 | |a GBV_ILN_2014 | ||
| 912 | |a GBV_ILN_2015 | ||
| 912 | |a GBV_ILN_2020 | ||
| 912 | |a GBV_ILN_2021 | ||
| 912 | |a GBV_ILN_2025 | ||
| 912 | |a GBV_ILN_2027 | ||
| 912 | |a GBV_ILN_2034 | ||
| 912 | |a GBV_ILN_2038 | ||
| 912 | |a GBV_ILN_2044 | ||
| 912 | |a GBV_ILN_2048 | ||
| 912 | |a GBV_ILN_2049 | ||
| 912 | |a GBV_ILN_2050 | ||
| 912 | |a GBV_ILN_2056 | ||
| 912 | |a GBV_ILN_2059 | ||
| 912 | |a GBV_ILN_2061 | ||
| 912 | |a GBV_ILN_2064 | ||
| 912 | |a GBV_ILN_2065 | ||
| 912 | |a GBV_ILN_2068 | ||
| 912 | |a GBV_ILN_2088 | ||
| 912 | |a GBV_ILN_2111 | ||
| 912 | |a GBV_ILN_2112 | ||
| 912 | |a GBV_ILN_2113 | ||
| 912 | |a GBV_ILN_2118 | ||
| 912 | |a GBV_ILN_2122 | ||
| 912 | |a GBV_ILN_2129 | ||
| 912 | |a GBV_ILN_2143 | ||
| 912 | |a GBV_ILN_2147 | ||
| 912 | |a GBV_ILN_2148 | ||
| 912 | |a GBV_ILN_2152 | ||
| 912 | |a GBV_ILN_2153 | ||
| 912 | |a GBV_ILN_2190 | ||
| 912 | |a GBV_ILN_2336 | ||
| 912 | |a GBV_ILN_2470 | ||
| 912 | |a GBV_ILN_2507 | ||
| 912 | |a GBV_ILN_2522 | ||
| 912 | |a GBV_ILN_4035 | ||
| 912 | |a GBV_ILN_4037 | ||
| 912 | |a GBV_ILN_4046 | ||
| 912 | |a GBV_ILN_4112 | ||
| 912 | |a GBV_ILN_4125 | ||
| 912 | |a GBV_ILN_4126 | ||
| 912 | |a GBV_ILN_4242 | ||
| 912 | |a GBV_ILN_4251 | ||
| 912 | |a GBV_ILN_4305 | ||
| 912 | |a GBV_ILN_4313 | ||
| 912 | |a GBV_ILN_4322 | ||
| 912 | |a GBV_ILN_4323 | ||
| 912 | |a GBV_ILN_4324 | ||
| 912 | |a GBV_ILN_4325 | ||
| 912 | |a GBV_ILN_4326 | ||
| 912 | |a GBV_ILN_4333 | ||
| 912 | |a GBV_ILN_4334 | ||
| 912 | |a GBV_ILN_4335 | ||
| 912 | |a GBV_ILN_4338 | ||
| 912 | |a GBV_ILN_4393 | ||
| 936 | b | k | |a 51.00 |j Werkstoffkunde: Allgemeines |
| 936 | b | k | |a 51.45 |j Werkstoffe mit besonderen Eigenschaften |
| 951 | |a AR | ||
| 952 | |d 260 | ||
| author_variant |
s s k ss ssk a k ak v s c vs vsc r k rk r k rk |
|---|---|
| matchkey_str |
article:18734944:2020----::lcrmgeirdaineetofocbclotrape |
| hierarchy_sort_str |
2020 |
| bklnumber |
51.00 51.45 |
| publishDate |
2020 |
| allfields |
10.1016/j.mseb.2020.114638 doi (DE-627)ELV004554205 (ELSEVIER)S0921-5107(20)30145-8 DE-627 ger DE-627 rda eng 600 670 DE-600 51.00 bkl 51.45 bkl Kumar Sharma, Sumeet verfasserin aut Electromagnetic radiation detection from cubical mortar sample and its theoretical model 2020 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Electromagnetic radiation (EMR) signals have been detected from cubical cement mortar specimens during quasi-static compression and impact loading. In case of quasi-static compression EMR voltage vary from 45 to 13 mV while for impact height of 18 cm EMR voltage was found to vary between 434 and 228 mV. Nature of variation of EMR voltage and evaporable water content with increase in number of curing days is observed to be similar. Based on the EMR signals obtained during repetitive impacts mathematical model for EMR under impact loading is presented. Ions contained in the capillary and gel pores of the cement form dipoles and vibrations of dipoles under impact has been considered as the possible source of the observed emissions. EMR signals obtained using proposed model are in good agreement with the experimental ones in terms of nature as well as in amplitude and can be used for deformation monitoring. Mortar Electromagnetic radiation (EMR) Impact loading Kumar, Amit verfasserin aut Chauhan, Vishal S. verfasserin aut Kiran, Raj verfasserin aut Kumar, Rajeev verfasserin aut Enthalten in Materials science and engineering / B New York, NY [u.a.] : Elsevier, 1988 260 Online-Ressource (DE-627)302720731 (DE-600)1492109-1 (DE-576)259483982 1873-4944 nnns volume:260 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2008 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 51.00 Werkstoffkunde: Allgemeines 51.45 Werkstoffe mit besonderen Eigenschaften AR 260 |
| spelling |
10.1016/j.mseb.2020.114638 doi (DE-627)ELV004554205 (ELSEVIER)S0921-5107(20)30145-8 DE-627 ger DE-627 rda eng 600 670 DE-600 51.00 bkl 51.45 bkl Kumar Sharma, Sumeet verfasserin aut Electromagnetic radiation detection from cubical mortar sample and its theoretical model 2020 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Electromagnetic radiation (EMR) signals have been detected from cubical cement mortar specimens during quasi-static compression and impact loading. In case of quasi-static compression EMR voltage vary from 45 to 13 mV while for impact height of 18 cm EMR voltage was found to vary between 434 and 228 mV. Nature of variation of EMR voltage and evaporable water content with increase in number of curing days is observed to be similar. Based on the EMR signals obtained during repetitive impacts mathematical model for EMR under impact loading is presented. Ions contained in the capillary and gel pores of the cement form dipoles and vibrations of dipoles under impact has been considered as the possible source of the observed emissions. EMR signals obtained using proposed model are in good agreement with the experimental ones in terms of nature as well as in amplitude and can be used for deformation monitoring. Mortar Electromagnetic radiation (EMR) Impact loading Kumar, Amit verfasserin aut Chauhan, Vishal S. verfasserin aut Kiran, Raj verfasserin aut Kumar, Rajeev verfasserin aut Enthalten in Materials science and engineering / B New York, NY [u.a.] : Elsevier, 1988 260 Online-Ressource (DE-627)302720731 (DE-600)1492109-1 (DE-576)259483982 1873-4944 nnns volume:260 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2008 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 51.00 Werkstoffkunde: Allgemeines 51.45 Werkstoffe mit besonderen Eigenschaften AR 260 |
| allfields_unstemmed |
10.1016/j.mseb.2020.114638 doi (DE-627)ELV004554205 (ELSEVIER)S0921-5107(20)30145-8 DE-627 ger DE-627 rda eng 600 670 DE-600 51.00 bkl 51.45 bkl Kumar Sharma, Sumeet verfasserin aut Electromagnetic radiation detection from cubical mortar sample and its theoretical model 2020 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Electromagnetic radiation (EMR) signals have been detected from cubical cement mortar specimens during quasi-static compression and impact loading. In case of quasi-static compression EMR voltage vary from 45 to 13 mV while for impact height of 18 cm EMR voltage was found to vary between 434 and 228 mV. Nature of variation of EMR voltage and evaporable water content with increase in number of curing days is observed to be similar. Based on the EMR signals obtained during repetitive impacts mathematical model for EMR under impact loading is presented. Ions contained in the capillary and gel pores of the cement form dipoles and vibrations of dipoles under impact has been considered as the possible source of the observed emissions. EMR signals obtained using proposed model are in good agreement with the experimental ones in terms of nature as well as in amplitude and can be used for deformation monitoring. Mortar Electromagnetic radiation (EMR) Impact loading Kumar, Amit verfasserin aut Chauhan, Vishal S. verfasserin aut Kiran, Raj verfasserin aut Kumar, Rajeev verfasserin aut Enthalten in Materials science and engineering / B New York, NY [u.a.] : Elsevier, 1988 260 Online-Ressource (DE-627)302720731 (DE-600)1492109-1 (DE-576)259483982 1873-4944 nnns volume:260 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2008 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 51.00 Werkstoffkunde: Allgemeines 51.45 Werkstoffe mit besonderen Eigenschaften AR 260 |
| allfieldsGer |
10.1016/j.mseb.2020.114638 doi (DE-627)ELV004554205 (ELSEVIER)S0921-5107(20)30145-8 DE-627 ger DE-627 rda eng 600 670 DE-600 51.00 bkl 51.45 bkl Kumar Sharma, Sumeet verfasserin aut Electromagnetic radiation detection from cubical mortar sample and its theoretical model 2020 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Electromagnetic radiation (EMR) signals have been detected from cubical cement mortar specimens during quasi-static compression and impact loading. In case of quasi-static compression EMR voltage vary from 45 to 13 mV while for impact height of 18 cm EMR voltage was found to vary between 434 and 228 mV. Nature of variation of EMR voltage and evaporable water content with increase in number of curing days is observed to be similar. Based on the EMR signals obtained during repetitive impacts mathematical model for EMR under impact loading is presented. Ions contained in the capillary and gel pores of the cement form dipoles and vibrations of dipoles under impact has been considered as the possible source of the observed emissions. EMR signals obtained using proposed model are in good agreement with the experimental ones in terms of nature as well as in amplitude and can be used for deformation monitoring. Mortar Electromagnetic radiation (EMR) Impact loading Kumar, Amit verfasserin aut Chauhan, Vishal S. verfasserin aut Kiran, Raj verfasserin aut Kumar, Rajeev verfasserin aut Enthalten in Materials science and engineering / B New York, NY [u.a.] : Elsevier, 1988 260 Online-Ressource (DE-627)302720731 (DE-600)1492109-1 (DE-576)259483982 1873-4944 nnns volume:260 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2008 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 51.00 Werkstoffkunde: Allgemeines 51.45 Werkstoffe mit besonderen Eigenschaften AR 260 |
| allfieldsSound |
10.1016/j.mseb.2020.114638 doi (DE-627)ELV004554205 (ELSEVIER)S0921-5107(20)30145-8 DE-627 ger DE-627 rda eng 600 670 DE-600 51.00 bkl 51.45 bkl Kumar Sharma, Sumeet verfasserin aut Electromagnetic radiation detection from cubical mortar sample and its theoretical model 2020 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Electromagnetic radiation (EMR) signals have been detected from cubical cement mortar specimens during quasi-static compression and impact loading. In case of quasi-static compression EMR voltage vary from 45 to 13 mV while for impact height of 18 cm EMR voltage was found to vary between 434 and 228 mV. Nature of variation of EMR voltage and evaporable water content with increase in number of curing days is observed to be similar. Based on the EMR signals obtained during repetitive impacts mathematical model for EMR under impact loading is presented. Ions contained in the capillary and gel pores of the cement form dipoles and vibrations of dipoles under impact has been considered as the possible source of the observed emissions. EMR signals obtained using proposed model are in good agreement with the experimental ones in terms of nature as well as in amplitude and can be used for deformation monitoring. Mortar Electromagnetic radiation (EMR) Impact loading Kumar, Amit verfasserin aut Chauhan, Vishal S. verfasserin aut Kiran, Raj verfasserin aut Kumar, Rajeev verfasserin aut Enthalten in Materials science and engineering / B New York, NY [u.a.] : Elsevier, 1988 260 Online-Ressource (DE-627)302720731 (DE-600)1492109-1 (DE-576)259483982 1873-4944 nnns volume:260 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2008 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 51.00 Werkstoffkunde: Allgemeines 51.45 Werkstoffe mit besonderen Eigenschaften AR 260 |
| language |
English |
| source |
Enthalten in Materials science and engineering / B 260 volume:260 |
| sourceStr |
Enthalten in Materials science and engineering / B 260 volume:260 |
| format_phy_str_mv |
Article |
| bklname |
Werkstoffkunde: Allgemeines Werkstoffe mit besonderen Eigenschaften |
| institution |
findex.gbv.de |
| topic_facet |
Mortar Electromagnetic radiation (EMR) Impact loading |
| dewey-raw |
600 |
| isfreeaccess_bool |
false |
| container_title |
Materials science and engineering / B |
| authorswithroles_txt_mv |
Kumar Sharma, Sumeet @@aut@@ Kumar, Amit @@aut@@ Chauhan, Vishal S. @@aut@@ Kiran, Raj @@aut@@ Kumar, Rajeev @@aut@@ |
| publishDateDaySort_date |
2020-01-01T00:00:00Z |
| hierarchy_top_id |
302720731 |
| dewey-sort |
3600 |
| id |
ELV004554205 |
| language_de |
englisch |
| fullrecord |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">ELV004554205</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230524150803.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">230502s2020 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.mseb.2020.114638</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV004554205</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0921-5107(20)30145-8</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rda</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">600</subfield><subfield code="a">670</subfield><subfield code="q">DE-600</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">51.00</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">51.45</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Kumar Sharma, Sumeet</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Electromagnetic radiation detection from cubical mortar sample and its theoretical model</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2020</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zzz</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Electromagnetic radiation (EMR) signals have been detected from cubical cement mortar specimens during quasi-static compression and impact loading. In case of quasi-static compression EMR voltage vary from 45 to 13 mV while for impact height of 18 cm EMR voltage was found to vary between 434 and 228 mV. Nature of variation of EMR voltage and evaporable water content with increase in number of curing days is observed to be similar. Based on the EMR signals obtained during repetitive impacts mathematical model for EMR under impact loading is presented. Ions contained in the capillary and gel pores of the cement form dipoles and vibrations of dipoles under impact has been considered as the possible source of the observed emissions. EMR signals obtained using proposed model are in good agreement with the experimental ones in terms of nature as well as in amplitude and can be used for deformation monitoring.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Mortar</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Electromagnetic radiation (EMR)</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Impact loading</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Kumar, Amit</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Chauhan, Vishal S.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Kiran, Raj</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Kumar, Rajeev</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Materials science and engineering / B</subfield><subfield code="d">New York, NY [u.a.] : Elsevier, 1988</subfield><subfield code="g">260</subfield><subfield code="h">Online-Ressource</subfield><subfield code="w">(DE-627)302720731</subfield><subfield code="w">(DE-600)1492109-1</subfield><subfield code="w">(DE-576)259483982</subfield><subfield code="x">1873-4944</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:260</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ELV</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_20</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_22</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_23</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_24</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_31</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_32</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_40</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_60</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_62</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_63</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_65</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_69</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_73</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_74</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_90</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_95</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_100</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_105</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_150</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_151</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_224</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_370</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_602</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_702</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2003</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2004</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2005</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2008</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2011</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2014</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2015</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2020</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2021</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2025</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2027</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2034</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2038</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2044</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2048</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2049</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2050</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2056</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2059</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2061</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2064</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2065</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2068</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2088</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2111</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2113</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2118</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2122</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2129</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2143</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2147</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2148</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2152</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2153</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2190</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2336</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2470</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2507</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2522</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4035</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4037</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4046</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4125</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4126</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4242</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4251</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4305</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4313</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4322</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4323</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4324</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4325</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4326</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4333</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4334</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4335</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4338</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4393</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">51.00</subfield><subfield code="j">Werkstoffkunde: Allgemeines</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">51.45</subfield><subfield code="j">Werkstoffe mit besonderen Eigenschaften</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">260</subfield></datafield></record></collection>
|
| author |
Kumar Sharma, Sumeet |
| spellingShingle |
Kumar Sharma, Sumeet ddc 600 bkl 51.00 bkl 51.45 misc Mortar misc Electromagnetic radiation (EMR) misc Impact loading Electromagnetic radiation detection from cubical mortar sample and its theoretical model |
| authorStr |
Kumar Sharma, Sumeet |
| ppnlink_with_tag_str_mv |
@@773@@(DE-627)302720731 |
| format |
electronic Article |
| dewey-ones |
600 - Technology 670 - Manufacturing |
| delete_txt_mv |
keep |
| author_role |
aut aut aut aut aut |
| collection |
elsevier |
| remote_str |
true |
| illustrated |
Not Illustrated |
| issn |
1873-4944 |
| topic_title |
600 670 DE-600 51.00 bkl 51.45 bkl Electromagnetic radiation detection from cubical mortar sample and its theoretical model Mortar Electromagnetic radiation (EMR) Impact loading |
| topic |
ddc 600 bkl 51.00 bkl 51.45 misc Mortar misc Electromagnetic radiation (EMR) misc Impact loading |
| topic_unstemmed |
ddc 600 bkl 51.00 bkl 51.45 misc Mortar misc Electromagnetic radiation (EMR) misc Impact loading |
| topic_browse |
ddc 600 bkl 51.00 bkl 51.45 misc Mortar misc Electromagnetic radiation (EMR) misc Impact loading |
| format_facet |
Elektronische Aufsätze Aufsätze Elektronische Ressource |
| format_main_str_mv |
Text Zeitschrift/Artikel |
| carriertype_str_mv |
cr |
| hierarchy_parent_title |
Materials science and engineering / B |
| hierarchy_parent_id |
302720731 |
| dewey-tens |
600 - Technology 670 - Manufacturing |
| hierarchy_top_title |
Materials science and engineering / B |
| isfreeaccess_txt |
false |
| familylinks_str_mv |
(DE-627)302720731 (DE-600)1492109-1 (DE-576)259483982 |
| title |
Electromagnetic radiation detection from cubical mortar sample and its theoretical model |
| ctrlnum |
(DE-627)ELV004554205 (ELSEVIER)S0921-5107(20)30145-8 |
| title_full |
Electromagnetic radiation detection from cubical mortar sample and its theoretical model |
| author_sort |
Kumar Sharma, Sumeet |
| journal |
Materials science and engineering / B |
| journalStr |
Materials science and engineering / B |
| lang_code |
eng |
| isOA_bool |
false |
| dewey-hundreds |
600 - Technology |
| recordtype |
marc |
| publishDateSort |
2020 |
| contenttype_str_mv |
zzz |
| author_browse |
Kumar Sharma, Sumeet Kumar, Amit Chauhan, Vishal S. Kiran, Raj Kumar, Rajeev |
| container_volume |
260 |
| class |
600 670 DE-600 51.00 bkl 51.45 bkl |
| format_se |
Elektronische Aufsätze |
| author-letter |
Kumar Sharma, Sumeet |
| doi_str_mv |
10.1016/j.mseb.2020.114638 |
| dewey-full |
600 670 |
| author2-role |
verfasserin |
| title_sort |
electromagnetic radiation detection from cubical mortar sample and its theoretical model |
| title_auth |
Electromagnetic radiation detection from cubical mortar sample and its theoretical model |
| abstract |
Electromagnetic radiation (EMR) signals have been detected from cubical cement mortar specimens during quasi-static compression and impact loading. In case of quasi-static compression EMR voltage vary from 45 to 13 mV while for impact height of 18 cm EMR voltage was found to vary between 434 and 228 mV. Nature of variation of EMR voltage and evaporable water content with increase in number of curing days is observed to be similar. Based on the EMR signals obtained during repetitive impacts mathematical model for EMR under impact loading is presented. Ions contained in the capillary and gel pores of the cement form dipoles and vibrations of dipoles under impact has been considered as the possible source of the observed emissions. EMR signals obtained using proposed model are in good agreement with the experimental ones in terms of nature as well as in amplitude and can be used for deformation monitoring. |
| abstractGer |
Electromagnetic radiation (EMR) signals have been detected from cubical cement mortar specimens during quasi-static compression and impact loading. In case of quasi-static compression EMR voltage vary from 45 to 13 mV while for impact height of 18 cm EMR voltage was found to vary between 434 and 228 mV. Nature of variation of EMR voltage and evaporable water content with increase in number of curing days is observed to be similar. Based on the EMR signals obtained during repetitive impacts mathematical model for EMR under impact loading is presented. Ions contained in the capillary and gel pores of the cement form dipoles and vibrations of dipoles under impact has been considered as the possible source of the observed emissions. EMR signals obtained using proposed model are in good agreement with the experimental ones in terms of nature as well as in amplitude and can be used for deformation monitoring. |
| abstract_unstemmed |
Electromagnetic radiation (EMR) signals have been detected from cubical cement mortar specimens during quasi-static compression and impact loading. In case of quasi-static compression EMR voltage vary from 45 to 13 mV while for impact height of 18 cm EMR voltage was found to vary between 434 and 228 mV. Nature of variation of EMR voltage and evaporable water content with increase in number of curing days is observed to be similar. Based on the EMR signals obtained during repetitive impacts mathematical model for EMR under impact loading is presented. Ions contained in the capillary and gel pores of the cement form dipoles and vibrations of dipoles under impact has been considered as the possible source of the observed emissions. EMR signals obtained using proposed model are in good agreement with the experimental ones in terms of nature as well as in amplitude and can be used for deformation monitoring. |
| collection_details |
GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2008 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 |
| title_short |
Electromagnetic radiation detection from cubical mortar sample and its theoretical model |
| remote_bool |
true |
| author2 |
Kumar, Amit Chauhan, Vishal S. Kiran, Raj Kumar, Rajeev |
| author2Str |
Kumar, Amit Chauhan, Vishal S. Kiran, Raj Kumar, Rajeev |
| ppnlink |
302720731 |
| mediatype_str_mv |
c |
| isOA_txt |
false |
| hochschulschrift_bool |
false |
| doi_str |
10.1016/j.mseb.2020.114638 |
| up_date |
2024-07-06T23:23:00.168Z |
| _version_ |
1803873870329937920 |
| fullrecord_marcxml |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">ELV004554205</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230524150803.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">230502s2020 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.mseb.2020.114638</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV004554205</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0921-5107(20)30145-8</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rda</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">600</subfield><subfield code="a">670</subfield><subfield code="q">DE-600</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">51.00</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">51.45</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Kumar Sharma, Sumeet</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Electromagnetic radiation detection from cubical mortar sample and its theoretical model</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2020</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zzz</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Electromagnetic radiation (EMR) signals have been detected from cubical cement mortar specimens during quasi-static compression and impact loading. In case of quasi-static compression EMR voltage vary from 45 to 13 mV while for impact height of 18 cm EMR voltage was found to vary between 434 and 228 mV. Nature of variation of EMR voltage and evaporable water content with increase in number of curing days is observed to be similar. Based on the EMR signals obtained during repetitive impacts mathematical model for EMR under impact loading is presented. Ions contained in the capillary and gel pores of the cement form dipoles and vibrations of dipoles under impact has been considered as the possible source of the observed emissions. EMR signals obtained using proposed model are in good agreement with the experimental ones in terms of nature as well as in amplitude and can be used for deformation monitoring.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Mortar</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Electromagnetic radiation (EMR)</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Impact loading</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Kumar, Amit</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Chauhan, Vishal S.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Kiran, Raj</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Kumar, Rajeev</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Materials science and engineering / B</subfield><subfield code="d">New York, NY [u.a.] : Elsevier, 1988</subfield><subfield code="g">260</subfield><subfield code="h">Online-Ressource</subfield><subfield code="w">(DE-627)302720731</subfield><subfield code="w">(DE-600)1492109-1</subfield><subfield code="w">(DE-576)259483982</subfield><subfield code="x">1873-4944</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:260</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ELV</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_20</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_22</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_23</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_24</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_31</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_32</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_40</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_60</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_62</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_63</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_65</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_69</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_73</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_74</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_90</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_95</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_100</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_105</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_150</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_151</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_224</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_370</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_602</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_702</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2003</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2004</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2005</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2008</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2011</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2014</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2015</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2020</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2021</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2025</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2027</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2034</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2038</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2044</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2048</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2049</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2050</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2056</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2059</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2061</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2064</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2065</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2068</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2088</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2111</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2113</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2118</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2122</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2129</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2143</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2147</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2148</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2152</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2153</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2190</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2336</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2470</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2507</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2522</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4035</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4037</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4046</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4125</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4126</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4242</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4251</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4305</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4313</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4322</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4323</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4324</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4325</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4326</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4333</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4334</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4335</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4338</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4393</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">51.00</subfield><subfield code="j">Werkstoffkunde: Allgemeines</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">51.45</subfield><subfield code="j">Werkstoffe mit besonderen Eigenschaften</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">260</subfield></datafield></record></collection>
|
| score |
7.399624 |