Performance of a transfer beam with hybrid reinforcement of CFRP bars and steel bars under reversed cyclic loading
Hybrid carbon fiber reinforced plastic (CFRP) and steel bar reinforcement concrete were applied in a transfer beam. Three specimens (ZHL-2, ZHL-3, and ZHL-4) corresponded to different forms of reinforcement, reinforcement ratio, and reinforced root number, respectively. The pseudo static test of the...
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doaj-3e4d889299584c00942bddf8e98dc88e2021-09-05T14:00:31ZengDe GruyterScience and Engineering of Composite Materials0792-12332191-03592017-07-0124462163010.1515/secm-2015-0035Performance of a transfer beam with hybrid reinforcement of CFRP bars and steel bars under reversed cyclic loadingChen Jin0Jiang Shiyong1Zeng Xiangrong2Zhou Ling3Sun Tao4Yao Kai5Zhang Lei6Department of Civil Engineering, Logistical Engineering University, Chongqing, People’s Republic of ChinaDepartment of Civil Engineering, Logistical Engineering University, Chongqing, People’s Republic of ChinaDepartment of Civil Engineering, Logistical Engineering University, Chongqing, People’s Republic of ChinaDepartment of Civil Engineering, Logistical Engineering University, Chongqing, People’s Republic of ChinaDepartment of Civil Engineering, Logistical Engineering University, Chongqing, People’s Republic of ChinaInstitute of Architectural Design, Logistical Engineering University, Chongqing, People’s Republic of ChinaDepartment of Civil Engineering, Logistical Engineering University, Chongqing, People’s Republic of ChinaHybrid carbon fiber reinforced plastic (CFRP) and steel bar reinforcement concrete were applied in a transfer beam. Three specimens (ZHL-2, ZHL-3, and ZHL-4) corresponded to different forms of reinforcement, reinforcement ratio, and reinforced root number, respectively. The pseudo static test of the three specimens was carried out under the condition of vertical loading and horizontal reversed cyclic loading. The flexural property and failure mode of the transfer beams were demonstrated. Further, the ductility, energy dissipation capability, hysteretic characteristics, structural yield mechanism, and failure mechanism were also studied. The exploration of these factors was aimed to study the bearing capacity and seismic performance of the transfer beam with hybrid CFRP and steel bars. The test results show that if both the upper and lower longitudinal reinforcements were replaced by CFRP bars with a symmetrical reinforcement, the mechanical property and deformation performance would be superior. The performance would be better than the reinforcements with single upper and lower replacement by CFRP bars. Both the upper and lower longitudinal bars of the transfer beam should be replaced by CFRP bars with a symmetrical form of reinforcement. The ductility performance would be better for the transfer beam with the hybrid reinforcement of CFRP bars and steel bars. It showed a seismic performance. The transfer beam with the hybrid reinforcement of CFRP bars and steel bars could meet the design requirements for the ductile frame “strong column, weak beam and strong node.”https://doi.org/10.1515/secm-2015-0035carbon fiber reinforced plastic barshybrid reinforcementreversed cyclic loadingseismic performancetransfer beam |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Chen Jin Jiang Shiyong Zeng Xiangrong Zhou Ling Sun Tao Yao Kai Zhang Lei |
spellingShingle |
Chen Jin Jiang Shiyong Zeng Xiangrong Zhou Ling Sun Tao Yao Kai Zhang Lei Performance of a transfer beam with hybrid reinforcement of CFRP bars and steel bars under reversed cyclic loading Science and Engineering of Composite Materials carbon fiber reinforced plastic bars hybrid reinforcement reversed cyclic loading seismic performance transfer beam |
author_facet |
Chen Jin Jiang Shiyong Zeng Xiangrong Zhou Ling Sun Tao Yao Kai Zhang Lei |
author_sort |
Chen Jin |
title |
Performance of a transfer beam with hybrid reinforcement of CFRP bars and steel bars under reversed cyclic loading |
title_short |
Performance of a transfer beam with hybrid reinforcement of CFRP bars and steel bars under reversed cyclic loading |
title_full |
Performance of a transfer beam with hybrid reinforcement of CFRP bars and steel bars under reversed cyclic loading |
title_fullStr |
Performance of a transfer beam with hybrid reinforcement of CFRP bars and steel bars under reversed cyclic loading |
title_full_unstemmed |
Performance of a transfer beam with hybrid reinforcement of CFRP bars and steel bars under reversed cyclic loading |
title_sort |
performance of a transfer beam with hybrid reinforcement of cfrp bars and steel bars under reversed cyclic loading |
publisher |
De Gruyter |
series |
Science and Engineering of Composite Materials |
issn |
0792-1233 2191-0359 |
publishDate |
2017-07-01 |
description |
Hybrid carbon fiber reinforced plastic (CFRP) and steel bar reinforcement concrete were applied in a transfer beam. Three specimens (ZHL-2, ZHL-3, and ZHL-4) corresponded to different forms of reinforcement, reinforcement ratio, and reinforced root number, respectively. The pseudo static test of the three specimens was carried out under the condition of vertical loading and horizontal reversed cyclic loading. The flexural property and failure mode of the transfer beams were demonstrated. Further, the ductility, energy dissipation capability, hysteretic characteristics, structural yield mechanism, and failure mechanism were also studied. The exploration of these factors was aimed to study the bearing capacity and seismic performance of the transfer beam with hybrid CFRP and steel bars. The test results show that if both the upper and lower longitudinal reinforcements were replaced by CFRP bars with a symmetrical reinforcement, the mechanical property and deformation performance would be superior. The performance would be better than the reinforcements with single upper and lower replacement by CFRP bars. Both the upper and lower longitudinal bars of the transfer beam should be replaced by CFRP bars with a symmetrical form of reinforcement. The ductility performance would be better for the transfer beam with the hybrid reinforcement of CFRP bars and steel bars. It showed a seismic performance. The transfer beam with the hybrid reinforcement of CFRP bars and steel bars could meet the design requirements for the ductile frame “strong column, weak beam and strong node.” |
topic |
carbon fiber reinforced plastic bars hybrid reinforcement reversed cyclic loading seismic performance transfer beam |
url |
https://doi.org/10.1515/secm-2015-0035 |
work_keys_str_mv |
AT chenjin performanceofatransferbeamwithhybridreinforcementofcfrpbarsandsteelbarsunderreversedcyclicloading AT jiangshiyong performanceofatransferbeamwithhybridreinforcementofcfrpbarsandsteelbarsunderreversedcyclicloading AT zengxiangrong performanceofatransferbeamwithhybridreinforcementofcfrpbarsandsteelbarsunderreversedcyclicloading AT zhouling performanceofatransferbeamwithhybridreinforcementofcfrpbarsandsteelbarsunderreversedcyclicloading AT suntao performanceofatransferbeamwithhybridreinforcementofcfrpbarsandsteelbarsunderreversedcyclicloading AT yaokai performanceofatransferbeamwithhybridreinforcementofcfrpbarsandsteelbarsunderreversedcyclicloading AT zhanglei performanceofatransferbeamwithhybridreinforcementofcfrpbarsandsteelbarsunderreversedcyclicloading |
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1717811779031007232 |