Effect of loading rate on cyclic behavior of reinforced concrete beams
The dynamic behavior of reinforced concrete beams are inevitably affected by loading rate. This article reports the effect of loading rate on the dynamic behavior of reinforced concrete beams under cyclic loading. Dynamic tests on reinforced concrete beams at various loading rates were carried out u...
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| Published in | Advances in structural engineering Vol. 21; no. 7; pp. 990 - 1001 |
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| Main Authors | , , |
| Format | Journal Article |
| Language | English |
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London, England
SAGE Publications
01.05.2018
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| Abstract | The dynamic behavior of reinforced concrete beams are inevitably affected by loading rate. This article reports the effect of loading rate on the dynamic behavior of reinforced concrete beams under cyclic loading. Dynamic tests on reinforced concrete beams at various loading rates were carried out using the MTS electro-hydraulic servo system. The cyclic loading was controlled by displacement with a loading rate in the range from 0.1 to 10 mm/s. Based on the test results, the effect of the loading rate on the failure shape and the loading–displacement curve of reinforced concrete beams was investigated. The research focuses on the effect of loading rate on strength and deformation behavior, including cracking, yielding, ultimate, and failure strengths as well as displacements. Finally, the effect of loading rate on the ductility, stiffness degradation, and dissipated energy capabilities of reinforced concrete beams was also critically examined. |
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| AbstractList | The dynamic behavior of reinforced concrete beams are inevitably affected by loading rate. This article reports the effect of loading rate on the dynamic behavior of reinforced concrete beams under cyclic loading. Dynamic tests on reinforced concrete beams at various loading rates were carried out using the MTS electro-hydraulic servo system. The cyclic loading was controlled by displacement with a loading rate in the range from 0.1 to 10 mm/s. Based on the test results, the effect of the loading rate on the failure shape and the loading–displacement curve of reinforced concrete beams was investigated. The research focuses on the effect of loading rate on strength and deformation behavior, including cracking, yielding, ultimate, and failure strengths as well as displacements. Finally, the effect of loading rate on the ductility, stiffness degradation, and dissipated energy capabilities of reinforced concrete beams was also critically examined. |
| Author | Li, Jianbo Mo, Yi-Lung Xiao, Shiyun |
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| CitedBy_id | crossref_primary_10_1016_j_engstruct_2024_117817 crossref_primary_10_3390_buildings12060719 crossref_primary_10_1016_j_compstruct_2024_117891 crossref_primary_10_3390_ma11122432 crossref_primary_10_1177_1369433219881753 crossref_primary_10_1177_10567895231160826 |
| Cites_doi | 10.1617/s11527-013-0067-8 10.1016/j.engstruct.2013.11.012 10.12989/cac.2009.6.5.377 10.1016/0045-7949(92)90249-Y 10.1016/S0965-9978(98)00102-1 10.1061/(ASCE)0733-9445(2008)134:12(1839) 10.1002/(SICI)1097-0207(19960630)39:12<2111::AID-NME946>3.0.CO;2-3 10.1061/(ASCE)0733-9445(1991)117:12(3660) 10.1061/(ASCE)0733-9445(1984)110:3(505) 10.1061/(ASCE)0733-9445(1984)110:3(637) 10.1680/macr.12.00198 10.1061/(ASCE)0733-9445(1986)112:8(1829) 10.1061/(ASCE)ST.1943-541X.0000039 10.1061/(ASCE)0733-9445(1986)112:4(726) 10.1061/(ASCE)0733-9445(1987)113:3(429) 10.1007/BF02472016 10.12989/cac.2013.12.4.537 10.1016/j.ijimpeng.2012.02.001 10.1680/macr.2010.62.10.723 10.4028/www.scientific.net/AMM.82.229 10.1016/j.conbuildmat.2012.09.018 10.1061/(ASCE)0733-9445(2001)127:12(1436) 10.1016/j.conbuildmat.2010.04.016 10.1016/S0950-0618(01)00005-8 |
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| Keywords | deformation loading rate ductility experiment reinforced concrete beam strength |
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