Acoustic emission source characterization in concrete under biaxial loading
Abstract The results are reported of a mode identification study on cracks produced during mixed mode loading of concrete. The locations of cracks were found to agree very well with the surface crack patterns for a variety of loading paths. The classification of cracks into mode I and mode II were c...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Suaris, W. [verfasserIn] |
|---|
| Format: |
Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
1995 |
|---|
| Schlagwörter: |
|---|
| Anmerkung: |
© RILEM 1995 |
|---|
| Übergeordnetes Werk: |
Enthalten in: Materials and structures - Kluwer Academic Publishers, 1985, 28(1995), 8 vom: Okt., Seite 444-449 |
|---|---|
| Übergeordnetes Werk: |
volume:28 ; year:1995 ; number:8 ; month:10 ; pages:444-449 |
| Links: |
|---|
| DOI / URN: |
10.1007/BF02473163 |
|---|
| Katalog-ID: |
OLC2086898886 |
|---|
| LEADER | 01000caa a22002652 4500 | ||
|---|---|---|---|
| 001 | OLC2086898886 | ||
| 003 | DE-627 | ||
| 005 | 20230401095624.0 | ||
| 007 | tu | ||
| 008 | 230302s1995 xx ||||| 00| ||eng c | ||
| 024 | 7 | |a 10.1007/BF02473163 |2 doi | |
| 035 | |a (DE-627)OLC2086898886 | ||
| 035 | |a (DE-He213)BF02473163-p | ||
| 040 | |a DE-627 |b ger |c DE-627 |e rakwb | ||
| 041 | |a eng | ||
| 082 | 0 | 4 | |a 690 |q VZ |
| 100 | 1 | |a Suaris, W. |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a Acoustic emission source characterization in concrete under biaxial loading |
| 264 | 1 | |c 1995 | |
| 336 | |a Text |b txt |2 rdacontent | ||
| 337 | |a ohne Hilfsmittel zu benutzen |b n |2 rdamedia | ||
| 338 | |a Band |b nc |2 rdacarrier | ||
| 500 | |a © RILEM 1995 | ||
| 520 | |a Abstract The results are reported of a mode identification study on cracks produced during mixed mode loading of concrete. The locations of cracks were found to agree very well with the surface crack patterns for a variety of loading paths. The classification of cracks into mode I and mode II were conducted using a simplified moment tensor analysis. The results indicated that, in general, cracking occurs in mode I, even when the loading is pure shear. Mode II deformations generally follow the mode I cracks, as the crack interface is subjected to shear. | ||
| 650 | 4 | |a Acoustic Emission | |
| 650 | 4 | |a Acoustic Emission Signal | |
| 650 | 4 | |a Moment Tensor | |
| 650 | 4 | |a Load Path | |
| 650 | 4 | |a Crack Orientation | |
| 700 | 1 | |a Van Mier, J. G. M. |4 aut | |
| 773 | 0 | 8 | |i Enthalten in |t Materials and structures |d Kluwer Academic Publishers, 1985 |g 28(1995), 8 vom: Okt., Seite 444-449 |w (DE-627)12938240X |w (DE-600)165630-2 |w (DE-576)014768240 |x 1359-5997 |7 nnns |
| 773 | 1 | 8 | |g volume:28 |g year:1995 |g number:8 |g month:10 |g pages:444-449 |
| 856 | 4 | 1 | |u https://doi.org/10.1007/BF02473163 |z lizenzpflichtig |3 Volltext |
| 912 | |a GBV_USEFLAG_A | ||
| 912 | |a SYSFLAG_A | ||
| 912 | |a GBV_OLC | ||
| 912 | |a SSG-OLC-UMW | ||
| 912 | |a SSG-OLC-ARC | ||
| 912 | |a SSG-OLC-TEC | ||
| 912 | |a GBV_ILN_11 | ||
| 912 | |a GBV_ILN_23 | ||
| 912 | |a GBV_ILN_30 | ||
| 912 | |a GBV_ILN_32 | ||
| 912 | |a GBV_ILN_63 | ||
| 912 | |a GBV_ILN_70 | ||
| 912 | |a GBV_ILN_2006 | ||
| 912 | |a GBV_ILN_2014 | ||
| 912 | |a GBV_ILN_2016 | ||
| 912 | |a GBV_ILN_2057 | ||
| 912 | |a GBV_ILN_4046 | ||
| 912 | |a GBV_ILN_4700 | ||
| 951 | |a AR | ||
| 952 | |d 28 |j 1995 |e 8 |c 10 |h 444-449 | ||
| author_variant |
w s ws m j g m v mjgm mjgmv |
|---|---|
| matchkey_str |
article:13595997:1995----::cutcmsinorehrceiainnocee |
| hierarchy_sort_str |
1995 |
| publishDate |
1995 |
| allfields |
10.1007/BF02473163 doi (DE-627)OLC2086898886 (DE-He213)BF02473163-p DE-627 ger DE-627 rakwb eng 690 VZ Suaris, W. verfasserin aut Acoustic emission source characterization in concrete under biaxial loading 1995 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 1995 Abstract The results are reported of a mode identification study on cracks produced during mixed mode loading of concrete. The locations of cracks were found to agree very well with the surface crack patterns for a variety of loading paths. The classification of cracks into mode I and mode II were conducted using a simplified moment tensor analysis. The results indicated that, in general, cracking occurs in mode I, even when the loading is pure shear. Mode II deformations generally follow the mode I cracks, as the crack interface is subjected to shear. Acoustic Emission Acoustic Emission Signal Moment Tensor Load Path Crack Orientation Van Mier, J. G. M. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 28(1995), 8 vom: Okt., Seite 444-449 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:28 year:1995 number:8 month:10 pages:444-449 https://doi.org/10.1007/BF02473163 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_11 GBV_ILN_23 GBV_ILN_30 GBV_ILN_32 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 28 1995 8 10 444-449 |
| spelling |
10.1007/BF02473163 doi (DE-627)OLC2086898886 (DE-He213)BF02473163-p DE-627 ger DE-627 rakwb eng 690 VZ Suaris, W. verfasserin aut Acoustic emission source characterization in concrete under biaxial loading 1995 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 1995 Abstract The results are reported of a mode identification study on cracks produced during mixed mode loading of concrete. The locations of cracks were found to agree very well with the surface crack patterns for a variety of loading paths. The classification of cracks into mode I and mode II were conducted using a simplified moment tensor analysis. The results indicated that, in general, cracking occurs in mode I, even when the loading is pure shear. Mode II deformations generally follow the mode I cracks, as the crack interface is subjected to shear. Acoustic Emission Acoustic Emission Signal Moment Tensor Load Path Crack Orientation Van Mier, J. G. M. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 28(1995), 8 vom: Okt., Seite 444-449 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:28 year:1995 number:8 month:10 pages:444-449 https://doi.org/10.1007/BF02473163 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_11 GBV_ILN_23 GBV_ILN_30 GBV_ILN_32 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 28 1995 8 10 444-449 |
| allfields_unstemmed |
10.1007/BF02473163 doi (DE-627)OLC2086898886 (DE-He213)BF02473163-p DE-627 ger DE-627 rakwb eng 690 VZ Suaris, W. verfasserin aut Acoustic emission source characterization in concrete under biaxial loading 1995 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 1995 Abstract The results are reported of a mode identification study on cracks produced during mixed mode loading of concrete. The locations of cracks were found to agree very well with the surface crack patterns for a variety of loading paths. The classification of cracks into mode I and mode II were conducted using a simplified moment tensor analysis. The results indicated that, in general, cracking occurs in mode I, even when the loading is pure shear. Mode II deformations generally follow the mode I cracks, as the crack interface is subjected to shear. Acoustic Emission Acoustic Emission Signal Moment Tensor Load Path Crack Orientation Van Mier, J. G. M. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 28(1995), 8 vom: Okt., Seite 444-449 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:28 year:1995 number:8 month:10 pages:444-449 https://doi.org/10.1007/BF02473163 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_11 GBV_ILN_23 GBV_ILN_30 GBV_ILN_32 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 28 1995 8 10 444-449 |
| allfieldsGer |
10.1007/BF02473163 doi (DE-627)OLC2086898886 (DE-He213)BF02473163-p DE-627 ger DE-627 rakwb eng 690 VZ Suaris, W. verfasserin aut Acoustic emission source characterization in concrete under biaxial loading 1995 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 1995 Abstract The results are reported of a mode identification study on cracks produced during mixed mode loading of concrete. The locations of cracks were found to agree very well with the surface crack patterns for a variety of loading paths. The classification of cracks into mode I and mode II were conducted using a simplified moment tensor analysis. The results indicated that, in general, cracking occurs in mode I, even when the loading is pure shear. Mode II deformations generally follow the mode I cracks, as the crack interface is subjected to shear. Acoustic Emission Acoustic Emission Signal Moment Tensor Load Path Crack Orientation Van Mier, J. G. M. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 28(1995), 8 vom: Okt., Seite 444-449 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:28 year:1995 number:8 month:10 pages:444-449 https://doi.org/10.1007/BF02473163 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_11 GBV_ILN_23 GBV_ILN_30 GBV_ILN_32 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 28 1995 8 10 444-449 |
| allfieldsSound |
10.1007/BF02473163 doi (DE-627)OLC2086898886 (DE-He213)BF02473163-p DE-627 ger DE-627 rakwb eng 690 VZ Suaris, W. verfasserin aut Acoustic emission source characterization in concrete under biaxial loading 1995 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 1995 Abstract The results are reported of a mode identification study on cracks produced during mixed mode loading of concrete. The locations of cracks were found to agree very well with the surface crack patterns for a variety of loading paths. The classification of cracks into mode I and mode II were conducted using a simplified moment tensor analysis. The results indicated that, in general, cracking occurs in mode I, even when the loading is pure shear. Mode II deformations generally follow the mode I cracks, as the crack interface is subjected to shear. Acoustic Emission Acoustic Emission Signal Moment Tensor Load Path Crack Orientation Van Mier, J. G. M. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 28(1995), 8 vom: Okt., Seite 444-449 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:28 year:1995 number:8 month:10 pages:444-449 https://doi.org/10.1007/BF02473163 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_11 GBV_ILN_23 GBV_ILN_30 GBV_ILN_32 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 28 1995 8 10 444-449 |
| language |
English |
| source |
Enthalten in Materials and structures 28(1995), 8 vom: Okt., Seite 444-449 volume:28 year:1995 number:8 month:10 pages:444-449 |
| sourceStr |
Enthalten in Materials and structures 28(1995), 8 vom: Okt., Seite 444-449 volume:28 year:1995 number:8 month:10 pages:444-449 |
| format_phy_str_mv |
Article |
| institution |
findex.gbv.de |
| topic_facet |
Acoustic Emission Acoustic Emission Signal Moment Tensor Load Path Crack Orientation |
| dewey-raw |
690 |
| isfreeaccess_bool |
false |
| container_title |
Materials and structures |
| authorswithroles_txt_mv |
Suaris, W. @@aut@@ Van Mier, J. G. M. @@aut@@ |
| publishDateDaySort_date |
1995-10-01T00:00:00Z |
| hierarchy_top_id |
12938240X |
| dewey-sort |
3690 |
| id |
OLC2086898886 |
| 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">OLC2086898886</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230401095624.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">230302s1995 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/BF02473163</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC2086898886</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)BF02473163-p</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">690</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Suaris, W.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Acoustic emission source characterization in concrete under biaxial loading</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">1995</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">ohne Hilfsmittel zu benutzen</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Band</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© RILEM 1995</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract The results are reported of a mode identification study on cracks produced during mixed mode loading of concrete. The locations of cracks were found to agree very well with the surface crack patterns for a variety of loading paths. The classification of cracks into mode I and mode II were conducted using a simplified moment tensor analysis. The results indicated that, in general, cracking occurs in mode I, even when the loading is pure shear. Mode II deformations generally follow the mode I cracks, as the crack interface is subjected to shear.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Acoustic Emission</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Acoustic Emission Signal</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Moment Tensor</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Load Path</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Crack Orientation</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Van Mier, J. G. M.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Materials and structures</subfield><subfield code="d">Kluwer Academic Publishers, 1985</subfield><subfield code="g">28(1995), 8 vom: Okt., Seite 444-449</subfield><subfield code="w">(DE-627)12938240X</subfield><subfield code="w">(DE-600)165630-2</subfield><subfield code="w">(DE-576)014768240</subfield><subfield code="x">1359-5997</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:28</subfield><subfield code="g">year:1995</subfield><subfield code="g">number:8</subfield><subfield code="g">month:10</subfield><subfield code="g">pages:444-449</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/BF02473163</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_OLC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-UMW</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-ARC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-TEC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_11</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_30</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_63</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_2006</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_2016</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2057</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_4700</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">28</subfield><subfield code="j">1995</subfield><subfield code="e">8</subfield><subfield code="c">10</subfield><subfield code="h">444-449</subfield></datafield></record></collection>
|
| author |
Suaris, W. |
| spellingShingle |
Suaris, W. ddc 690 misc Acoustic Emission misc Acoustic Emission Signal misc Moment Tensor misc Load Path misc Crack Orientation Acoustic emission source characterization in concrete under biaxial loading |
| authorStr |
Suaris, W. |
| ppnlink_with_tag_str_mv |
@@773@@(DE-627)12938240X |
| format |
Article |
| dewey-ones |
690 - Buildings |
| delete_txt_mv |
keep |
| author_role |
aut aut |
| collection |
OLC |
| remote_str |
false |
| illustrated |
Not Illustrated |
| issn |
1359-5997 |
| topic_title |
690 VZ Acoustic emission source characterization in concrete under biaxial loading Acoustic Emission Acoustic Emission Signal Moment Tensor Load Path Crack Orientation |
| topic |
ddc 690 misc Acoustic Emission misc Acoustic Emission Signal misc Moment Tensor misc Load Path misc Crack Orientation |
| topic_unstemmed |
ddc 690 misc Acoustic Emission misc Acoustic Emission Signal misc Moment Tensor misc Load Path misc Crack Orientation |
| topic_browse |
ddc 690 misc Acoustic Emission misc Acoustic Emission Signal misc Moment Tensor misc Load Path misc Crack Orientation |
| format_facet |
Aufsätze Gedruckte Aufsätze |
| format_main_str_mv |
Text Zeitschrift/Artikel |
| carriertype_str_mv |
nc |
| hierarchy_parent_title |
Materials and structures |
| hierarchy_parent_id |
12938240X |
| dewey-tens |
690 - Building & construction |
| hierarchy_top_title |
Materials and structures |
| isfreeaccess_txt |
false |
| familylinks_str_mv |
(DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 |
| title |
Acoustic emission source characterization in concrete under biaxial loading |
| ctrlnum |
(DE-627)OLC2086898886 (DE-He213)BF02473163-p |
| title_full |
Acoustic emission source characterization in concrete under biaxial loading |
| author_sort |
Suaris, W. |
| journal |
Materials and structures |
| journalStr |
Materials and structures |
| lang_code |
eng |
| isOA_bool |
false |
| dewey-hundreds |
600 - Technology |
| recordtype |
marc |
| publishDateSort |
1995 |
| contenttype_str_mv |
txt |
| container_start_page |
444 |
| author_browse |
Suaris, W. Van Mier, J. G. M. |
| container_volume |
28 |
| class |
690 VZ |
| format_se |
Aufsätze |
| author-letter |
Suaris, W. |
| doi_str_mv |
10.1007/BF02473163 |
| dewey-full |
690 |
| title_sort |
acoustic emission source characterization in concrete under biaxial loading |
| title_auth |
Acoustic emission source characterization in concrete under biaxial loading |
| abstract |
Abstract The results are reported of a mode identification study on cracks produced during mixed mode loading of concrete. The locations of cracks were found to agree very well with the surface crack patterns for a variety of loading paths. The classification of cracks into mode I and mode II were conducted using a simplified moment tensor analysis. The results indicated that, in general, cracking occurs in mode I, even when the loading is pure shear. Mode II deformations generally follow the mode I cracks, as the crack interface is subjected to shear. © RILEM 1995 |
| abstractGer |
Abstract The results are reported of a mode identification study on cracks produced during mixed mode loading of concrete. The locations of cracks were found to agree very well with the surface crack patterns for a variety of loading paths. The classification of cracks into mode I and mode II were conducted using a simplified moment tensor analysis. The results indicated that, in general, cracking occurs in mode I, even when the loading is pure shear. Mode II deformations generally follow the mode I cracks, as the crack interface is subjected to shear. © RILEM 1995 |
| abstract_unstemmed |
Abstract The results are reported of a mode identification study on cracks produced during mixed mode loading of concrete. The locations of cracks were found to agree very well with the surface crack patterns for a variety of loading paths. The classification of cracks into mode I and mode II were conducted using a simplified moment tensor analysis. The results indicated that, in general, cracking occurs in mode I, even when the loading is pure shear. Mode II deformations generally follow the mode I cracks, as the crack interface is subjected to shear. © RILEM 1995 |
| collection_details |
GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_11 GBV_ILN_23 GBV_ILN_30 GBV_ILN_32 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 |
| container_issue |
8 |
| title_short |
Acoustic emission source characterization in concrete under biaxial loading |
| url |
https://doi.org/10.1007/BF02473163 |
| remote_bool |
false |
| author2 |
Van Mier, J. G. M. |
| author2Str |
Van Mier, J. G. M. |
| ppnlink |
12938240X |
| mediatype_str_mv |
n |
| isOA_txt |
false |
| hochschulschrift_bool |
false |
| doi_str |
10.1007/BF02473163 |
| up_date |
2024-07-04T12:01:04.253Z |
| _version_ |
1803649772950650880 |
| 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">OLC2086898886</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230401095624.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">230302s1995 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/BF02473163</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC2086898886</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)BF02473163-p</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">690</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Suaris, W.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Acoustic emission source characterization in concrete under biaxial loading</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">1995</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">ohne Hilfsmittel zu benutzen</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Band</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© RILEM 1995</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract The results are reported of a mode identification study on cracks produced during mixed mode loading of concrete. The locations of cracks were found to agree very well with the surface crack patterns for a variety of loading paths. The classification of cracks into mode I and mode II were conducted using a simplified moment tensor analysis. The results indicated that, in general, cracking occurs in mode I, even when the loading is pure shear. Mode II deformations generally follow the mode I cracks, as the crack interface is subjected to shear.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Acoustic Emission</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Acoustic Emission Signal</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Moment Tensor</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Load Path</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Crack Orientation</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Van Mier, J. G. M.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Materials and structures</subfield><subfield code="d">Kluwer Academic Publishers, 1985</subfield><subfield code="g">28(1995), 8 vom: Okt., Seite 444-449</subfield><subfield code="w">(DE-627)12938240X</subfield><subfield code="w">(DE-600)165630-2</subfield><subfield code="w">(DE-576)014768240</subfield><subfield code="x">1359-5997</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:28</subfield><subfield code="g">year:1995</subfield><subfield code="g">number:8</subfield><subfield code="g">month:10</subfield><subfield code="g">pages:444-449</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/BF02473163</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_OLC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-UMW</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-ARC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-TEC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_11</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_30</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_63</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_2006</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_2016</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2057</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_4700</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">28</subfield><subfield code="j">1995</subfield><subfield code="e">8</subfield><subfield code="c">10</subfield><subfield code="h">444-449</subfield></datafield></record></collection>
|
| score |
7.4018736 |