Plastic Analysis on Punching Shear Capacity of Two.way BFRP Rebar ReinforcedConcrete Slabs under Central Concentrated Load
[1]ZHU Haitang,WANG Yizhong,LI Jinzhang.Plastic Analysis on Punching Shear Capacity of Two.way BFRP Rebar ReinforcedConcrete Slabs under Central Concentrated Load[J].Journal of Zhengzhou University (Engineering Science),2012,33(04):1-.[doi:10.3969/j.issn.1671-6833.2012.04.001]
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
33卷
Number of periods:
2012 04
Page number:
1-
Column:
Public date:
2012-07-10
- Title:
- Plastic Analysis on Punching Shear Capacity of Two.way BFRP Rebar ReinforcedConcrete Slabs under Central Concentrated Load
- Keywords:
- BFRP rebar; two-way slab; punching shear capacity; plastic solution
- CLC:
- TU377.9
- DOI:
- 10.3969/j.issn.1671-6833.2012.04.001
- Abstract:
- Based on the material character of BFRP rebar and the plastic method for conerete structure. theconcept on nominal yield strength of BFRP rebar was proposed, the yield condition of concrete and BFRP re-bar were determined, and the failure mechanics of two-way BFRP rebar reinforced conerete slabs under centraconcentrated load was established. The calculating expression on plastic solution of ultimate punching capacityfor two-way BFRP rebar reinforced conerete slabs under central concentrated load was educed using the virtual work principle.
- References:
- -
- Similar References:
Memo
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Last Update:
1900-01-01