EXPERIMENT OF REINFORCED CONCRETE SIMPLY SUPPORTED BEAM WITH 500MPa RIBBED CARBON BARS UNDER BENDING

Wang Mingping; Zhang Ziqiong; Geng Shujiang

doi:10.13204/j.gyjz200708011

Volume 37 Issue 8

Dec. 2014

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Tong Genshu, Jin Jian. RESIDUAL STIFFNESS ASSURING STABILITY OF REAL STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 1-7,53. doi: 10.13204/j.gyjz201304001

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Wang Mingping, Zhang Ziqiong, Geng Shujiang. EXPERIMENT OF REINFORCED CONCRETE SIMPLY SUPPORTED BEAM WITH 500MPa RIBBED CARBON BARS UNDER BENDING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 39-42. doi: 10.13204/j.gyjz200708011

Tong Genshu, Jin Jian. RESIDUAL STIFFNESS ASSURING STABILITY OF REAL STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 1-7,53. doi: 10.13204/j.gyjz201304001

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EXPERIMENT OF REINFORCED CONCRETE SIMPLY SUPPORTED BEAM WITH 500MPa RIBBED CARBON BARS UNDER BENDING

doi: 10.13204/j.gyjz200708011

1.
1. College of Civil Engineering,Qingdao Technological University Qingdao 266033;
2.
2. Central Research Institute of Building and Construction of MCC Group Beijing 100088

Received Date: 2006-03-01
Publish Date: 2007-08-20

Abstract

Abstract

Based on the experiments of five simply supported beams with 500MPa ribbed carbon bars,one with HRB335 bars and one with HRB400 bars,it was observed that the crack,deflection,bearing capacity and failure mode of the specimens.The analysis of the experimental results shows that the normal section of the simply supported beam with 500 MPa ribbed carbon bars accords with the plane section assumption;the measured deflection accords with the request but is larger than the calculated deflection;the measured crack width is wide but less than the calculated crack width.
- 500MPa ribbed carbon bar,
- simply supported beam,
- deflection,
- crack

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References(6)

References

.刘相华,陆匠心,张丕君. 400～500MPa级碳素钢先进工业化制造技术[J].中国有色金属学报,2004(05):207-210.doi: 10.3321/j.issn:1004-0609.2004.z1.031.

.GB 50010-2002.混凝土结构设计规范[S].

.李美元,范参良. HRB400级钢筋混凝土构件变形的试验分析[J].工业建筑,2005 (03):27-29.doi: 10.3321/j.issn:1000-8993.2005.03.011.

.刘仲波,王海龙,钟铭. 高强钢筋混凝土梁的静载裂缝宽度试验研究[J].国防交通工程与技术,2003,(03):32-35.doi: 10.3969/j.issn.1672-3953.2003.03.011.

.中国工程院土木水利与建筑学工程结构安全性与耐久性研究部咨询项目组. CCES 01-2004.

.混凝土结构耐久性设计与施工指南[S].北京:中国建筑工业出版社,2005.22-23.

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