EXPERIMENTAL RESEARCH ON HYSTERETIC PROPERTIES OF INTERIOR BEAM-COLUMN JOINTS FOR PREFABRICATED CONCRETE FRAMES CAST BY STEEL FIBER CONCRETE

RONG Xian; YANG Hongwei; ZHANG Jianxin

doi:10.13204/j.gyjz202006011

Volume 50 Issue 6

Aug. 2020

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RONG Xian, YANG Hongwei, ZHANG Jianxin. EXPERIMENTAL RESEARCH ON HYSTERETIC PROPERTIES OF INTERIOR BEAM-COLUMN JOINTS FOR PREFABRICATED CONCRETE FRAMES CAST BY STEEL FIBER CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 67-70. doi: 10.13204/j.gyjz202006011

Citation:

RONG Xian, YANG Hongwei, ZHANG Jianxin. EXPERIMENTAL RESEARCH ON HYSTERETIC PROPERTIES OF INTERIOR BEAM-COLUMN JOINTS FOR PREFABRICATED CONCRETE FRAMES CAST BY STEEL FIBER CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 67-70. doi: 10.13204/j.gyjz202006011

Citation:

RONG Xian, YANG Hongwei, ZHANG Jianxin. EXPERIMENTAL RESEARCH ON HYSTERETIC PROPERTIES OF INTERIOR BEAM-COLUMN JOINTS FOR PREFABRICATED CONCRETE FRAMES CAST BY STEEL FIBER CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 67-70. doi: 10.13204/j.gyjz202006011

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EXPERIMENTAL RESEARCH ON HYSTERETIC PROPERTIES OF INTERIOR BEAM-COLUMN JOINTS FOR PREFABRICATED CONCRETE FRAMES CAST BY STEEL FIBER CONCRETE

doi: 10.13204/j.gyjz202006011

1. School of Civil Engineering, Hebei University of Technology, Tianjin 300401, China;
2. Civil Engineering Technology Research Center of Hebei Province, Tianjin 300401, China

Received Date: 2019-12-20
Publish Date: 2020-08-20

Abstract

Abstract

Based on the quasi-static test study of interion beam-column joints for prefabricated concrete frame cast by steel fiber concrete in site and interior beam-column joints cast by ordinary concrete in situ under the same condition, the failure characteristics, hysteretic curve, skeleton curve, stiffness degradation and bearing capacity degradation were analyzed. The results showed that, compared with that of the joints cast ordinary concrete in site, the bearing capacity and deformation capacity of the joints cast by steel fiber concrete in site were improved, the hysteretic performance was significantly improved, and the stiffness degradation of the joints was retarded and the bearing capacity reduction coefficient increased. The addition of steel fiber to the joints could improve the failure mode significantly, which could be conducive to the seismic resistance of the structure.
- interior beam-column joint for prefabricated concrete frame,
- steel fiber,
- hysteretic properties,
- quasi-static test

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References(7)

References

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付秀艳, 于源源, 韩建强,等. 预应力混凝土装配框架中节点抗震性能试验研究[J]. 建筑结构学报, 2015, 36(增刊2):203-208.

谢志勇, 闫秋实, 刘洪涛. 装配式混凝土框架浆锚中节点抗震性能试验研究[J]. 混凝土, 2018(1):128-132.

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