Mechanical performances of steel fiber reinforced high strength concrete disc under cyclic loading
A comparative study on high strength concrete discs reinforced with steel fibers under monotonic loading and cyclic loading was conducted in this contribution. A total of 40 specimens with steel fiber volume fraction ranging from 0.0% to 4% were tested. An investigation was performed on the influenc...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Su, Chengdong [verfasserIn] |
|---|
| Format: |
E-Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2017transfer abstract |
|---|
| Schlagwörter: |
|---|
| Umfang: |
7 |
|---|
| Übergeordnetes Werk: |
Enthalten in: Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China - Ye, Xuehua ELSEVIER, 2018, Amsterdam [u.a.] |
|---|---|
| Übergeordnetes Werk: |
volume:146 ; year:2017 ; day:15 ; month:08 ; pages:276-282 ; extent:7 |
| Links: |
|---|
| DOI / URN: |
10.1016/j.conbuildmat.2017.04.090 |
|---|
| Katalog-ID: |
ELV015208982 |
|---|
| LEADER | 01000caa a22002652 4500 | ||
|---|---|---|---|
| 001 | ELV015208982 | ||
| 003 | DE-627 | ||
| 005 | 20230625114705.0 | ||
| 007 | cr uuu---uuuuu | ||
| 008 | 180602s2017 xx |||||o 00| ||eng c | ||
| 024 | 7 | |a 10.1016/j.conbuildmat.2017.04.090 |2 doi | |
| 028 | 5 | 2 | |a GBV00000000000405.pica |
| 035 | |a (DE-627)ELV015208982 | ||
| 035 | |a (ELSEVIER)S0950-0618(17)30737-7 | ||
| 040 | |a DE-627 |b ger |c DE-627 |e rakwb | ||
| 041 | |a eng | ||
| 082 | 0 | 4 | |a 333.7 |a 610 |q VZ |
| 084 | |a 43.12 |2 bkl | ||
| 084 | |a 43.13 |2 bkl | ||
| 084 | |a 44.13 |2 bkl | ||
| 100 | 1 | |a Su, Chengdong |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a Mechanical performances of steel fiber reinforced high strength concrete disc under cyclic loading |
| 264 | 1 | |c 2017transfer abstract | |
| 300 | |a 7 | ||
| 336 | |a nicht spezifiziert |b zzz |2 rdacontent | ||
| 337 | |a nicht spezifiziert |b z |2 rdamedia | ||
| 338 | |a nicht spezifiziert |b zu |2 rdacarrier | ||
| 520 | |a A comparative study on high strength concrete discs reinforced with steel fibers under monotonic loading and cyclic loading was conducted in this contribution. A total of 40 specimens with steel fiber volume fraction ranging from 0.0% to 4% were tested. An investigation was performed on the influences of steel fiber volume fraction on fracture pattern, load-displacement response, deformation and strength. The influences of loading conditions on the mechanical performances of test specimens were also discussed in detail. Based on the experimental results, empirical equations for predicting the disc strength and deformation of high strength concrete reinforced with steel fibers were proposed. | ||
| 520 | |a A comparative study on high strength concrete discs reinforced with steel fibers under monotonic loading and cyclic loading was conducted in this contribution. A total of 40 specimens with steel fiber volume fraction ranging from 0.0% to 4% were tested. An investigation was performed on the influences of steel fiber volume fraction on fracture pattern, load-displacement response, deformation and strength. The influences of loading conditions on the mechanical performances of test specimens were also discussed in detail. Based on the experimental results, empirical equations for predicting the disc strength and deformation of high strength concrete reinforced with steel fibers were proposed. | ||
| 650 | 7 | |a Cyclic loading |2 Elsevier | |
| 650 | 7 | |a Load-displacement response |2 Elsevier | |
| 650 | 7 | |a Fracture pattern |2 Elsevier | |
| 650 | 7 | |a High strength concrete disc |2 Elsevier | |
| 650 | 7 | |a Steel fiber |2 Elsevier | |
| 700 | 1 | |a Lin, Haixiao |4 oth | |
| 773 | 0 | 8 | |i Enthalten in |n Elsevier Science |a Ye, Xuehua ELSEVIER |t Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China |d 2018 |g Amsterdam [u.a.] |w (DE-627)ELV001081918 |
| 773 | 1 | 8 | |g volume:146 |g year:2017 |g day:15 |g month:08 |g pages:276-282 |g extent:7 |
| 856 | 4 | 0 | |u https://doi.org/10.1016/j.conbuildmat.2017.04.090 |3 Volltext |
| 912 | |a GBV_USEFLAG_U | ||
| 912 | |a GBV_ELV | ||
| 912 | |a SYSFLAG_U | ||
| 912 | |a SSG-OLC-PHA | ||
| 912 | |a SSG-OPC-GGO | ||
| 936 | b | k | |a 43.12 |j Umweltchemie |q VZ |
| 936 | b | k | |a 43.13 |j Umwelttoxikologie |q VZ |
| 936 | b | k | |a 44.13 |j Medizinische Ökologie |q VZ |
| 951 | |a AR | ||
| 952 | |d 146 |j 2017 |b 15 |c 0815 |h 276-282 |g 7 | ||
| author_variant |
c s cs |
|---|---|
| matchkey_str |
suchengdonglinhaixiao:2017----:ehnclefracsftefbrenocdihteghoce |
| hierarchy_sort_str |
2017transfer abstract |
| bklnumber |
43.12 43.13 44.13 |
| publishDate |
2017 |
| allfields |
10.1016/j.conbuildmat.2017.04.090 doi GBV00000000000405.pica (DE-627)ELV015208982 (ELSEVIER)S0950-0618(17)30737-7 DE-627 ger DE-627 rakwb eng 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Su, Chengdong verfasserin aut Mechanical performances of steel fiber reinforced high strength concrete disc under cyclic loading 2017transfer abstract 7 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier A comparative study on high strength concrete discs reinforced with steel fibers under monotonic loading and cyclic loading was conducted in this contribution. A total of 40 specimens with steel fiber volume fraction ranging from 0.0% to 4% were tested. An investigation was performed on the influences of steel fiber volume fraction on fracture pattern, load-displacement response, deformation and strength. The influences of loading conditions on the mechanical performances of test specimens were also discussed in detail. Based on the experimental results, empirical equations for predicting the disc strength and deformation of high strength concrete reinforced with steel fibers were proposed. A comparative study on high strength concrete discs reinforced with steel fibers under monotonic loading and cyclic loading was conducted in this contribution. A total of 40 specimens with steel fiber volume fraction ranging from 0.0% to 4% were tested. An investigation was performed on the influences of steel fiber volume fraction on fracture pattern, load-displacement response, deformation and strength. The influences of loading conditions on the mechanical performances of test specimens were also discussed in detail. Based on the experimental results, empirical equations for predicting the disc strength and deformation of high strength concrete reinforced with steel fibers were proposed. Cyclic loading Elsevier Load-displacement response Elsevier Fracture pattern Elsevier High strength concrete disc Elsevier Steel fiber Elsevier Lin, Haixiao oth Enthalten in Elsevier Science Ye, Xuehua ELSEVIER Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China 2018 Amsterdam [u.a.] (DE-627)ELV001081918 volume:146 year:2017 day:15 month:08 pages:276-282 extent:7 https://doi.org/10.1016/j.conbuildmat.2017.04.090 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 146 2017 15 0815 276-282 7 |
| spelling |
10.1016/j.conbuildmat.2017.04.090 doi GBV00000000000405.pica (DE-627)ELV015208982 (ELSEVIER)S0950-0618(17)30737-7 DE-627 ger DE-627 rakwb eng 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Su, Chengdong verfasserin aut Mechanical performances of steel fiber reinforced high strength concrete disc under cyclic loading 2017transfer abstract 7 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier A comparative study on high strength concrete discs reinforced with steel fibers under monotonic loading and cyclic loading was conducted in this contribution. A total of 40 specimens with steel fiber volume fraction ranging from 0.0% to 4% were tested. An investigation was performed on the influences of steel fiber volume fraction on fracture pattern, load-displacement response, deformation and strength. The influences of loading conditions on the mechanical performances of test specimens were also discussed in detail. Based on the experimental results, empirical equations for predicting the disc strength and deformation of high strength concrete reinforced with steel fibers were proposed. A comparative study on high strength concrete discs reinforced with steel fibers under monotonic loading and cyclic loading was conducted in this contribution. A total of 40 specimens with steel fiber volume fraction ranging from 0.0% to 4% were tested. An investigation was performed on the influences of steel fiber volume fraction on fracture pattern, load-displacement response, deformation and strength. The influences of loading conditions on the mechanical performances of test specimens were also discussed in detail. Based on the experimental results, empirical equations for predicting the disc strength and deformation of high strength concrete reinforced with steel fibers were proposed. Cyclic loading Elsevier Load-displacement response Elsevier Fracture pattern Elsevier High strength concrete disc Elsevier Steel fiber Elsevier Lin, Haixiao oth Enthalten in Elsevier Science Ye, Xuehua ELSEVIER Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China 2018 Amsterdam [u.a.] (DE-627)ELV001081918 volume:146 year:2017 day:15 month:08 pages:276-282 extent:7 https://doi.org/10.1016/j.conbuildmat.2017.04.090 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 146 2017 15 0815 276-282 7 |
| allfields_unstemmed |
10.1016/j.conbuildmat.2017.04.090 doi GBV00000000000405.pica (DE-627)ELV015208982 (ELSEVIER)S0950-0618(17)30737-7 DE-627 ger DE-627 rakwb eng 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Su, Chengdong verfasserin aut Mechanical performances of steel fiber reinforced high strength concrete disc under cyclic loading 2017transfer abstract 7 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier A comparative study on high strength concrete discs reinforced with steel fibers under monotonic loading and cyclic loading was conducted in this contribution. A total of 40 specimens with steel fiber volume fraction ranging from 0.0% to 4% were tested. An investigation was performed on the influences of steel fiber volume fraction on fracture pattern, load-displacement response, deformation and strength. The influences of loading conditions on the mechanical performances of test specimens were also discussed in detail. Based on the experimental results, empirical equations for predicting the disc strength and deformation of high strength concrete reinforced with steel fibers were proposed. A comparative study on high strength concrete discs reinforced with steel fibers under monotonic loading and cyclic loading was conducted in this contribution. A total of 40 specimens with steel fiber volume fraction ranging from 0.0% to 4% were tested. An investigation was performed on the influences of steel fiber volume fraction on fracture pattern, load-displacement response, deformation and strength. The influences of loading conditions on the mechanical performances of test specimens were also discussed in detail. Based on the experimental results, empirical equations for predicting the disc strength and deformation of high strength concrete reinforced with steel fibers were proposed. Cyclic loading Elsevier Load-displacement response Elsevier Fracture pattern Elsevier High strength concrete disc Elsevier Steel fiber Elsevier Lin, Haixiao oth Enthalten in Elsevier Science Ye, Xuehua ELSEVIER Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China 2018 Amsterdam [u.a.] (DE-627)ELV001081918 volume:146 year:2017 day:15 month:08 pages:276-282 extent:7 https://doi.org/10.1016/j.conbuildmat.2017.04.090 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 146 2017 15 0815 276-282 7 |
| allfieldsGer |
10.1016/j.conbuildmat.2017.04.090 doi GBV00000000000405.pica (DE-627)ELV015208982 (ELSEVIER)S0950-0618(17)30737-7 DE-627 ger DE-627 rakwb eng 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Su, Chengdong verfasserin aut Mechanical performances of steel fiber reinforced high strength concrete disc under cyclic loading 2017transfer abstract 7 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier A comparative study on high strength concrete discs reinforced with steel fibers under monotonic loading and cyclic loading was conducted in this contribution. A total of 40 specimens with steel fiber volume fraction ranging from 0.0% to 4% were tested. An investigation was performed on the influences of steel fiber volume fraction on fracture pattern, load-displacement response, deformation and strength. The influences of loading conditions on the mechanical performances of test specimens were also discussed in detail. Based on the experimental results, empirical equations for predicting the disc strength and deformation of high strength concrete reinforced with steel fibers were proposed. A comparative study on high strength concrete discs reinforced with steel fibers under monotonic loading and cyclic loading was conducted in this contribution. A total of 40 specimens with steel fiber volume fraction ranging from 0.0% to 4% were tested. An investigation was performed on the influences of steel fiber volume fraction on fracture pattern, load-displacement response, deformation and strength. The influences of loading conditions on the mechanical performances of test specimens were also discussed in detail. Based on the experimental results, empirical equations for predicting the disc strength and deformation of high strength concrete reinforced with steel fibers were proposed. Cyclic loading Elsevier Load-displacement response Elsevier Fracture pattern Elsevier High strength concrete disc Elsevier Steel fiber Elsevier Lin, Haixiao oth Enthalten in Elsevier Science Ye, Xuehua ELSEVIER Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China 2018 Amsterdam [u.a.] (DE-627)ELV001081918 volume:146 year:2017 day:15 month:08 pages:276-282 extent:7 https://doi.org/10.1016/j.conbuildmat.2017.04.090 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 146 2017 15 0815 276-282 7 |
| allfieldsSound |
10.1016/j.conbuildmat.2017.04.090 doi GBV00000000000405.pica (DE-627)ELV015208982 (ELSEVIER)S0950-0618(17)30737-7 DE-627 ger DE-627 rakwb eng 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Su, Chengdong verfasserin aut Mechanical performances of steel fiber reinforced high strength concrete disc under cyclic loading 2017transfer abstract 7 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier A comparative study on high strength concrete discs reinforced with steel fibers under monotonic loading and cyclic loading was conducted in this contribution. A total of 40 specimens with steel fiber volume fraction ranging from 0.0% to 4% were tested. An investigation was performed on the influences of steel fiber volume fraction on fracture pattern, load-displacement response, deformation and strength. The influences of loading conditions on the mechanical performances of test specimens were also discussed in detail. Based on the experimental results, empirical equations for predicting the disc strength and deformation of high strength concrete reinforced with steel fibers were proposed. A comparative study on high strength concrete discs reinforced with steel fibers under monotonic loading and cyclic loading was conducted in this contribution. A total of 40 specimens with steel fiber volume fraction ranging from 0.0% to 4% were tested. An investigation was performed on the influences of steel fiber volume fraction on fracture pattern, load-displacement response, deformation and strength. The influences of loading conditions on the mechanical performances of test specimens were also discussed in detail. Based on the experimental results, empirical equations for predicting the disc strength and deformation of high strength concrete reinforced with steel fibers were proposed. Cyclic loading Elsevier Load-displacement response Elsevier Fracture pattern Elsevier High strength concrete disc Elsevier Steel fiber Elsevier Lin, Haixiao oth Enthalten in Elsevier Science Ye, Xuehua ELSEVIER Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China 2018 Amsterdam [u.a.] (DE-627)ELV001081918 volume:146 year:2017 day:15 month:08 pages:276-282 extent:7 https://doi.org/10.1016/j.conbuildmat.2017.04.090 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 146 2017 15 0815 276-282 7 |
| language |
English |
| source |
Enthalten in Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China Amsterdam [u.a.] volume:146 year:2017 day:15 month:08 pages:276-282 extent:7 |
| sourceStr |
Enthalten in Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China Amsterdam [u.a.] volume:146 year:2017 day:15 month:08 pages:276-282 extent:7 |
| format_phy_str_mv |
Article |
| bklname |
Umweltchemie Umwelttoxikologie Medizinische Ökologie |
| institution |
findex.gbv.de |
| topic_facet |
Cyclic loading Load-displacement response Fracture pattern High strength concrete disc Steel fiber |
| dewey-raw |
333.7 |
| isfreeaccess_bool |
false |
| container_title |
Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China |
| authorswithroles_txt_mv |
Su, Chengdong @@aut@@ Lin, Haixiao @@oth@@ |
| publishDateDaySort_date |
2017-01-15T00:00:00Z |
| hierarchy_top_id |
ELV001081918 |
| dewey-sort |
3333.7 |
| id |
ELV015208982 |
| 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">ELV015208982</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230625114705.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">180602s2017 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.conbuildmat.2017.04.090</subfield><subfield code="2">doi</subfield></datafield><datafield tag="028" ind1="5" ind2="2"><subfield code="a">GBV00000000000405.pica</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV015208982</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0950-0618(17)30737-7</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">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">333.7</subfield><subfield code="a">610</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">43.12</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">43.13</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">44.13</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Su, Chengdong</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Mechanical performances of steel fiber reinforced high strength concrete disc under cyclic loading</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2017transfer abstract</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">7</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">nicht spezifiziert</subfield><subfield code="b">z</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zu</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">A comparative study on high strength concrete discs reinforced with steel fibers under monotonic loading and cyclic loading was conducted in this contribution. A total of 40 specimens with steel fiber volume fraction ranging from 0.0% to 4% were tested. An investigation was performed on the influences of steel fiber volume fraction on fracture pattern, load-displacement response, deformation and strength. The influences of loading conditions on the mechanical performances of test specimens were also discussed in detail. Based on the experimental results, empirical equations for predicting the disc strength and deformation of high strength concrete reinforced with steel fibers were proposed.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">A comparative study on high strength concrete discs reinforced with steel fibers under monotonic loading and cyclic loading was conducted in this contribution. A total of 40 specimens with steel fiber volume fraction ranging from 0.0% to 4% were tested. An investigation was performed on the influences of steel fiber volume fraction on fracture pattern, load-displacement response, deformation and strength. The influences of loading conditions on the mechanical performances of test specimens were also discussed in detail. Based on the experimental results, empirical equations for predicting the disc strength and deformation of high strength concrete reinforced with steel fibers were proposed.</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Cyclic loading</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Load-displacement response</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Fracture pattern</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">High strength concrete disc</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Steel fiber</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Lin, Haixiao</subfield><subfield code="4">oth</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="n">Elsevier Science</subfield><subfield code="a">Ye, Xuehua ELSEVIER</subfield><subfield code="t">Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China</subfield><subfield code="d">2018</subfield><subfield code="g">Amsterdam [u.a.]</subfield><subfield code="w">(DE-627)ELV001081918</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:146</subfield><subfield code="g">year:2017</subfield><subfield code="g">day:15</subfield><subfield code="g">month:08</subfield><subfield code="g">pages:276-282</subfield><subfield code="g">extent:7</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1016/j.conbuildmat.2017.04.090</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ELV</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-PHA</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OPC-GGO</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">43.12</subfield><subfield code="j">Umweltchemie</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">43.13</subfield><subfield code="j">Umwelttoxikologie</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">44.13</subfield><subfield code="j">Medizinische Ökologie</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">146</subfield><subfield code="j">2017</subfield><subfield code="b">15</subfield><subfield code="c">0815</subfield><subfield code="h">276-282</subfield><subfield code="g">7</subfield></datafield></record></collection>
|
| author |
Su, Chengdong |
| spellingShingle |
Su, Chengdong ddc 333.7 bkl 43.12 bkl 43.13 bkl 44.13 Elsevier Cyclic loading Elsevier Load-displacement response Elsevier Fracture pattern Elsevier High strength concrete disc Elsevier Steel fiber Mechanical performances of steel fiber reinforced high strength concrete disc under cyclic loading |
| authorStr |
Su, Chengdong |
| ppnlink_with_tag_str_mv |
@@773@@(DE-627)ELV001081918 |
| format |
electronic Article |
| dewey-ones |
333 - Economics of land & energy 610 - Medicine & health |
| delete_txt_mv |
keep |
| author_role |
aut |
| collection |
elsevier |
| remote_str |
true |
| illustrated |
Not Illustrated |
| topic_title |
333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Mechanical performances of steel fiber reinforced high strength concrete disc under cyclic loading Cyclic loading Elsevier Load-displacement response Elsevier Fracture pattern Elsevier High strength concrete disc Elsevier Steel fiber Elsevier |
| topic |
ddc 333.7 bkl 43.12 bkl 43.13 bkl 44.13 Elsevier Cyclic loading Elsevier Load-displacement response Elsevier Fracture pattern Elsevier High strength concrete disc Elsevier Steel fiber |
| topic_unstemmed |
ddc 333.7 bkl 43.12 bkl 43.13 bkl 44.13 Elsevier Cyclic loading Elsevier Load-displacement response Elsevier Fracture pattern Elsevier High strength concrete disc Elsevier Steel fiber |
| topic_browse |
ddc 333.7 bkl 43.12 bkl 43.13 bkl 44.13 Elsevier Cyclic loading Elsevier Load-displacement response Elsevier Fracture pattern Elsevier High strength concrete disc Elsevier Steel fiber |
| format_facet |
Elektronische Aufsätze Aufsätze Elektronische Ressource |
| format_main_str_mv |
Text Zeitschrift/Artikel |
| carriertype_str_mv |
zu |
| author2_variant |
h l hl |
| hierarchy_parent_title |
Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China |
| hierarchy_parent_id |
ELV001081918 |
| dewey-tens |
330 - Economics 610 - Medicine & health |
| hierarchy_top_title |
Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China |
| isfreeaccess_txt |
false |
| familylinks_str_mv |
(DE-627)ELV001081918 |
| title |
Mechanical performances of steel fiber reinforced high strength concrete disc under cyclic loading |
| ctrlnum |
(DE-627)ELV015208982 (ELSEVIER)S0950-0618(17)30737-7 |
| title_full |
Mechanical performances of steel fiber reinforced high strength concrete disc under cyclic loading |
| author_sort |
Su, Chengdong |
| journal |
Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China |
| journalStr |
Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China |
| lang_code |
eng |
| isOA_bool |
false |
| dewey-hundreds |
300 - Social sciences 600 - Technology |
| recordtype |
marc |
| publishDateSort |
2017 |
| contenttype_str_mv |
zzz |
| container_start_page |
276 |
| author_browse |
Su, Chengdong |
| container_volume |
146 |
| physical |
7 |
| class |
333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl |
| format_se |
Elektronische Aufsätze |
| author-letter |
Su, Chengdong |
| doi_str_mv |
10.1016/j.conbuildmat.2017.04.090 |
| dewey-full |
333.7 610 |
| title_sort |
mechanical performances of steel fiber reinforced high strength concrete disc under cyclic loading |
| title_auth |
Mechanical performances of steel fiber reinforced high strength concrete disc under cyclic loading |
| abstract |
A comparative study on high strength concrete discs reinforced with steel fibers under monotonic loading and cyclic loading was conducted in this contribution. A total of 40 specimens with steel fiber volume fraction ranging from 0.0% to 4% were tested. An investigation was performed on the influences of steel fiber volume fraction on fracture pattern, load-displacement response, deformation and strength. The influences of loading conditions on the mechanical performances of test specimens were also discussed in detail. Based on the experimental results, empirical equations for predicting the disc strength and deformation of high strength concrete reinforced with steel fibers were proposed. |
| abstractGer |
A comparative study on high strength concrete discs reinforced with steel fibers under monotonic loading and cyclic loading was conducted in this contribution. A total of 40 specimens with steel fiber volume fraction ranging from 0.0% to 4% were tested. An investigation was performed on the influences of steel fiber volume fraction on fracture pattern, load-displacement response, deformation and strength. The influences of loading conditions on the mechanical performances of test specimens were also discussed in detail. Based on the experimental results, empirical equations for predicting the disc strength and deformation of high strength concrete reinforced with steel fibers were proposed. |
| abstract_unstemmed |
A comparative study on high strength concrete discs reinforced with steel fibers under monotonic loading and cyclic loading was conducted in this contribution. A total of 40 specimens with steel fiber volume fraction ranging from 0.0% to 4% were tested. An investigation was performed on the influences of steel fiber volume fraction on fracture pattern, load-displacement response, deformation and strength. The influences of loading conditions on the mechanical performances of test specimens were also discussed in detail. Based on the experimental results, empirical equations for predicting the disc strength and deformation of high strength concrete reinforced with steel fibers were proposed. |
| collection_details |
GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO |
| title_short |
Mechanical performances of steel fiber reinforced high strength concrete disc under cyclic loading |
| url |
https://doi.org/10.1016/j.conbuildmat.2017.04.090 |
| remote_bool |
true |
| author2 |
Lin, Haixiao |
| author2Str |
Lin, Haixiao |
| ppnlink |
ELV001081918 |
| mediatype_str_mv |
z |
| isOA_txt |
false |
| hochschulschrift_bool |
false |
| author2_role |
oth |
| doi_str |
10.1016/j.conbuildmat.2017.04.090 |
| up_date |
2024-07-06T17:02:54.592Z |
| _version_ |
1803849956948180992 |
| 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">ELV015208982</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230625114705.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">180602s2017 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.conbuildmat.2017.04.090</subfield><subfield code="2">doi</subfield></datafield><datafield tag="028" ind1="5" ind2="2"><subfield code="a">GBV00000000000405.pica</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV015208982</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0950-0618(17)30737-7</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">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">333.7</subfield><subfield code="a">610</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">43.12</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">43.13</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">44.13</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Su, Chengdong</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Mechanical performances of steel fiber reinforced high strength concrete disc under cyclic loading</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2017transfer abstract</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">7</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">nicht spezifiziert</subfield><subfield code="b">z</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zu</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">A comparative study on high strength concrete discs reinforced with steel fibers under monotonic loading and cyclic loading was conducted in this contribution. A total of 40 specimens with steel fiber volume fraction ranging from 0.0% to 4% were tested. An investigation was performed on the influences of steel fiber volume fraction on fracture pattern, load-displacement response, deformation and strength. The influences of loading conditions on the mechanical performances of test specimens were also discussed in detail. Based on the experimental results, empirical equations for predicting the disc strength and deformation of high strength concrete reinforced with steel fibers were proposed.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">A comparative study on high strength concrete discs reinforced with steel fibers under monotonic loading and cyclic loading was conducted in this contribution. A total of 40 specimens with steel fiber volume fraction ranging from 0.0% to 4% were tested. An investigation was performed on the influences of steel fiber volume fraction on fracture pattern, load-displacement response, deformation and strength. The influences of loading conditions on the mechanical performances of test specimens were also discussed in detail. Based on the experimental results, empirical equations for predicting the disc strength and deformation of high strength concrete reinforced with steel fibers were proposed.</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Cyclic loading</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Load-displacement response</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Fracture pattern</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">High strength concrete disc</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Steel fiber</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Lin, Haixiao</subfield><subfield code="4">oth</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="n">Elsevier Science</subfield><subfield code="a">Ye, Xuehua ELSEVIER</subfield><subfield code="t">Experimental sand burial and precipitation enhancement alter plant and soil carbon allocation in a semi-arid steppe in north China</subfield><subfield code="d">2018</subfield><subfield code="g">Amsterdam [u.a.]</subfield><subfield code="w">(DE-627)ELV001081918</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:146</subfield><subfield code="g">year:2017</subfield><subfield code="g">day:15</subfield><subfield code="g">month:08</subfield><subfield code="g">pages:276-282</subfield><subfield code="g">extent:7</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1016/j.conbuildmat.2017.04.090</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ELV</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-PHA</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OPC-GGO</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">43.12</subfield><subfield code="j">Umweltchemie</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">43.13</subfield><subfield code="j">Umwelttoxikologie</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">44.13</subfield><subfield code="j">Medizinische Ökologie</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">146</subfield><subfield code="j">2017</subfield><subfield code="b">15</subfield><subfield code="c">0815</subfield><subfield code="h">276-282</subfield><subfield code="g">7</subfield></datafield></record></collection>
|
| score |
7.401021 |