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Drop-weight tests of concrete beams prestressed with unbonded tendons and meso-scale simulation

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成果类型:
期刊论文
作者:
Wu, Mingxin;Zhang, Chuhan*;Chen, Zhenfu
通讯作者:
Zhang, Chuhan
作者机构:
[Wu, Mingxin; Zhang, Chuhan] Tsinghua Univ, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China.
[Chen, Zhenfu] Univ South China, Sch Urban Construct, Hengyang 421001, Peoples R China.
通讯机构:
[Zhang, Chuhan] T
Tsinghua Univ, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China.
语种:
英文
关键词:
Concrete beams and girders;Concretes;Cracks;Deformation;Drops;Scales (weighing instruments);Tendons;Wire;Coupling techniques;Drop weight tests;Finite difference approach;Loading facilities;Mesoscale simulation;Prestressed concrete beams;Rupture mechanism;Unbonded tendons;Prestressed concrete
期刊:
International Journal of Impact Engineering
ISSN:
0734-743X
年:
2016
卷:
93
页码:
166-183
基金类别:
We express our appreciation to Professor Changqing Guo for his valuable suggestions in relation to this study. We acknowledge the assistance of Mr. Tao Li, Mr. Kui Zhang, Mr. Longbin Li, and Mr. Long Zhang as well. Moreover, this work was supported by the National Natural Science Foundation of China (Grant No. 51479098 ) and the Tsinghua University Initiative Scientific Research Program (Grant No. 20131089285 ).
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
Impact tests are conducted on concrete beams prestressed with unbonded tendons using a drop-weight facility. These beams are measured comprehensively, including impact load-deformation histories, concrete and tendon strains, and beam cracking process. The interactions between the concrete beam and the tendons are thus systematically analyzed. A model that couples particle elements with finite difference approach (PEM-FDM) is also proposed to simulate the impact behavior of the complete system that is composed of concrete-tendon composites and t...

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