Transient strain of self-compacting concrete loaded in compression heated to 700 °C
Abstract Self-compacting concrete (SCC) tends to spall when subject to high temperature in case of an accidental fire. Proper understanding its deformation properties at elevated temperatures is necessary in avoiding detrimental effects. This paper presents the experimental results carried out on SC...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Tao, Jin [verfasserIn] |
|---|
| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2012 |
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| Schlagwörter: |
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| Anmerkung: |
© RILEM 2012 |
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| Übergeordnetes Werk: |
Enthalten in: Materials and structures - Springer Netherlands, 1985, 46(2012), 1-2 vom: 11. Juli, Seite 191-201 |
|---|---|
| Übergeordnetes Werk: |
volume:46 ; year:2012 ; number:1-2 ; day:11 ; month:07 ; pages:191-201 |
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| DOI / URN: |
10.1617/s11527-012-9894-2 |
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OLC2086925565 |
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| 520 | |a Abstract Self-compacting concrete (SCC) tends to spall when subject to high temperature in case of an accidental fire. Proper understanding its deformation properties at elevated temperatures is necessary in avoiding detrimental effects. This paper presents the experimental results carried out on SCC specimens subjected to high temperatures when they are loaded. The transient strain and load induced thermal strain of SCC are measured under the variation of temperature level, heating rate, stress level, strength grade of SCC, and content of polypropylene fibres. Furthermore, measurements with differential thermal analysis, SEM and mercury intrusion porosimetry had been conducted on samples taken from thermal-loading tests to investigate the mechanism that induces transient strain. | ||
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| 700 | 1 | |a Yuan, Yong |4 aut | |
| 700 | 1 | |a Taerwe, Luc |4 aut | |
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10.1617/s11527-012-9894-2 doi (DE-627)OLC2086925565 (DE-He213)s11527-012-9894-2-p DE-627 ger DE-627 rakwb eng 690 VZ Tao, Jin verfasserin aut Transient strain of self-compacting concrete loaded in compression heated to 700 °C 2012 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2012 Abstract Self-compacting concrete (SCC) tends to spall when subject to high temperature in case of an accidental fire. Proper understanding its deformation properties at elevated temperatures is necessary in avoiding detrimental effects. This paper presents the experimental results carried out on SCC specimens subjected to high temperatures when they are loaded. The transient strain and load induced thermal strain of SCC are measured under the variation of temperature level, heating rate, stress level, strength grade of SCC, and content of polypropylene fibres. Furthermore, measurements with differential thermal analysis, SEM and mercury intrusion porosimetry had been conducted on samples taken from thermal-loading tests to investigate the mechanism that induces transient strain. Self-compacting concrete High temperature Transient strain Transient creep LITS Polypropylene fibres Liu, Xian aut Yuan, Yong aut Taerwe, Luc aut Enthalten in Materials and structures Springer Netherlands, 1985 46(2012), 1-2 vom: 11. Juli, Seite 191-201 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:46 year:2012 number:1-2 day:11 month:07 pages:191-201 https://doi.org/10.1617/s11527-012-9894-2 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_20 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 46 2012 1-2 11 07 191-201 |
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10.1617/s11527-012-9894-2 doi (DE-627)OLC2086925565 (DE-He213)s11527-012-9894-2-p DE-627 ger DE-627 rakwb eng 690 VZ Tao, Jin verfasserin aut Transient strain of self-compacting concrete loaded in compression heated to 700 °C 2012 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2012 Abstract Self-compacting concrete (SCC) tends to spall when subject to high temperature in case of an accidental fire. Proper understanding its deformation properties at elevated temperatures is necessary in avoiding detrimental effects. This paper presents the experimental results carried out on SCC specimens subjected to high temperatures when they are loaded. The transient strain and load induced thermal strain of SCC are measured under the variation of temperature level, heating rate, stress level, strength grade of SCC, and content of polypropylene fibres. Furthermore, measurements with differential thermal analysis, SEM and mercury intrusion porosimetry had been conducted on samples taken from thermal-loading tests to investigate the mechanism that induces transient strain. Self-compacting concrete High temperature Transient strain Transient creep LITS Polypropylene fibres Liu, Xian aut Yuan, Yong aut Taerwe, Luc aut Enthalten in Materials and structures Springer Netherlands, 1985 46(2012), 1-2 vom: 11. Juli, Seite 191-201 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:46 year:2012 number:1-2 day:11 month:07 pages:191-201 https://doi.org/10.1617/s11527-012-9894-2 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_20 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 46 2012 1-2 11 07 191-201 |
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10.1617/s11527-012-9894-2 doi (DE-627)OLC2086925565 (DE-He213)s11527-012-9894-2-p DE-627 ger DE-627 rakwb eng 690 VZ Tao, Jin verfasserin aut Transient strain of self-compacting concrete loaded in compression heated to 700 °C 2012 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2012 Abstract Self-compacting concrete (SCC) tends to spall when subject to high temperature in case of an accidental fire. Proper understanding its deformation properties at elevated temperatures is necessary in avoiding detrimental effects. This paper presents the experimental results carried out on SCC specimens subjected to high temperatures when they are loaded. The transient strain and load induced thermal strain of SCC are measured under the variation of temperature level, heating rate, stress level, strength grade of SCC, and content of polypropylene fibres. Furthermore, measurements with differential thermal analysis, SEM and mercury intrusion porosimetry had been conducted on samples taken from thermal-loading tests to investigate the mechanism that induces transient strain. Self-compacting concrete High temperature Transient strain Transient creep LITS Polypropylene fibres Liu, Xian aut Yuan, Yong aut Taerwe, Luc aut Enthalten in Materials and structures Springer Netherlands, 1985 46(2012), 1-2 vom: 11. Juli, Seite 191-201 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:46 year:2012 number:1-2 day:11 month:07 pages:191-201 https://doi.org/10.1617/s11527-012-9894-2 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_20 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 46 2012 1-2 11 07 191-201 |
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10.1617/s11527-012-9894-2 doi (DE-627)OLC2086925565 (DE-He213)s11527-012-9894-2-p DE-627 ger DE-627 rakwb eng 690 VZ Tao, Jin verfasserin aut Transient strain of self-compacting concrete loaded in compression heated to 700 °C 2012 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2012 Abstract Self-compacting concrete (SCC) tends to spall when subject to high temperature in case of an accidental fire. Proper understanding its deformation properties at elevated temperatures is necessary in avoiding detrimental effects. This paper presents the experimental results carried out on SCC specimens subjected to high temperatures when they are loaded. The transient strain and load induced thermal strain of SCC are measured under the variation of temperature level, heating rate, stress level, strength grade of SCC, and content of polypropylene fibres. Furthermore, measurements with differential thermal analysis, SEM and mercury intrusion porosimetry had been conducted on samples taken from thermal-loading tests to investigate the mechanism that induces transient strain. Self-compacting concrete High temperature Transient strain Transient creep LITS Polypropylene fibres Liu, Xian aut Yuan, Yong aut Taerwe, Luc aut Enthalten in Materials and structures Springer Netherlands, 1985 46(2012), 1-2 vom: 11. Juli, Seite 191-201 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:46 year:2012 number:1-2 day:11 month:07 pages:191-201 https://doi.org/10.1617/s11527-012-9894-2 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_20 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 46 2012 1-2 11 07 191-201 |
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10.1617/s11527-012-9894-2 doi (DE-627)OLC2086925565 (DE-He213)s11527-012-9894-2-p DE-627 ger DE-627 rakwb eng 690 VZ Tao, Jin verfasserin aut Transient strain of self-compacting concrete loaded in compression heated to 700 °C 2012 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2012 Abstract Self-compacting concrete (SCC) tends to spall when subject to high temperature in case of an accidental fire. Proper understanding its deformation properties at elevated temperatures is necessary in avoiding detrimental effects. This paper presents the experimental results carried out on SCC specimens subjected to high temperatures when they are loaded. The transient strain and load induced thermal strain of SCC are measured under the variation of temperature level, heating rate, stress level, strength grade of SCC, and content of polypropylene fibres. Furthermore, measurements with differential thermal analysis, SEM and mercury intrusion porosimetry had been conducted on samples taken from thermal-loading tests to investigate the mechanism that induces transient strain. Self-compacting concrete High temperature Transient strain Transient creep LITS Polypropylene fibres Liu, Xian aut Yuan, Yong aut Taerwe, Luc aut Enthalten in Materials and structures Springer Netherlands, 1985 46(2012), 1-2 vom: 11. Juli, Seite 191-201 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:46 year:2012 number:1-2 day:11 month:07 pages:191-201 https://doi.org/10.1617/s11527-012-9894-2 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_20 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4700 AR 46 2012 1-2 11 07 191-201 |
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| abstract |
Abstract Self-compacting concrete (SCC) tends to spall when subject to high temperature in case of an accidental fire. Proper understanding its deformation properties at elevated temperatures is necessary in avoiding detrimental effects. This paper presents the experimental results carried out on SCC specimens subjected to high temperatures when they are loaded. The transient strain and load induced thermal strain of SCC are measured under the variation of temperature level, heating rate, stress level, strength grade of SCC, and content of polypropylene fibres. Furthermore, measurements with differential thermal analysis, SEM and mercury intrusion porosimetry had been conducted on samples taken from thermal-loading tests to investigate the mechanism that induces transient strain. © RILEM 2012 |
| abstractGer |
Abstract Self-compacting concrete (SCC) tends to spall when subject to high temperature in case of an accidental fire. Proper understanding its deformation properties at elevated temperatures is necessary in avoiding detrimental effects. This paper presents the experimental results carried out on SCC specimens subjected to high temperatures when they are loaded. The transient strain and load induced thermal strain of SCC are measured under the variation of temperature level, heating rate, stress level, strength grade of SCC, and content of polypropylene fibres. Furthermore, measurements with differential thermal analysis, SEM and mercury intrusion porosimetry had been conducted on samples taken from thermal-loading tests to investigate the mechanism that induces transient strain. © RILEM 2012 |
| abstract_unstemmed |
Abstract Self-compacting concrete (SCC) tends to spall when subject to high temperature in case of an accidental fire. Proper understanding its deformation properties at elevated temperatures is necessary in avoiding detrimental effects. This paper presents the experimental results carried out on SCC specimens subjected to high temperatures when they are loaded. The transient strain and load induced thermal strain of SCC are measured under the variation of temperature level, heating rate, stress level, strength grade of SCC, and content of polypropylene fibres. Furthermore, measurements with differential thermal analysis, SEM and mercury intrusion porosimetry had been conducted on samples taken from thermal-loading tests to investigate the mechanism that induces transient strain. © RILEM 2012 |
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Transient strain of self-compacting concrete loaded in compression heated to 700 °C |
| url |
https://doi.org/10.1617/s11527-012-9894-2 |
| remote_bool |
false |
| author2 |
Liu, Xian Yuan, Yong Taerwe, Luc |
| author2Str |
Liu, Xian Yuan, Yong Taerwe, Luc |
| ppnlink |
12938240X |
| mediatype_str_mv |
n |
| isOA_txt |
false |
| hochschulschrift_bool |
false |
| doi_str |
10.1617/s11527-012-9894-2 |
| up_date |
2024-07-04T12:05:29.515Z |
| _version_ |
1803650051095920640 |
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