EXPERIMENTAL INVESTIGATION OF FLEXURAL BEARING CAPACITY OF CONCRETE BEAMS WITH HRBF500 BARS

Zhao Jinjie; Zhang Qinxi; Yang Yongxin; Yang Meng; Lian Jie

doi:10.13204/j.gyjz200903016

Volume 39 Issue 3

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(3): 52-55

Zhao Jinjie, Zhang Qinxi, Yang Yongxin, Yang Meng, Lian Jie. EXPERIMENTAL INVESTIGATION OF FLEXURAL BEARING CAPACITY OF CONCRETE BEAMS WITH HRBF500 BARS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 52-55. doi: 10.13204/j.gyjz200903016

Citation:

Zhao Jinjie, Zhang Qinxi, Yang Yongxin, Yang Meng, Lian Jie. EXPERIMENTAL INVESTIGATION OF FLEXURAL BEARING CAPACITY OF CONCRETE BEAMS WITH HRBF500 BARS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 52-55. doi: 10.13204/j.gyjz200903016

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EXPERIMENTAL INVESTIGATION OF FLEXURAL BEARING CAPACITY OF CONCRETE BEAMS WITH HRBF500 BARS

doi: 10.13204/j.gyjz200903016

1.
1. Central Research Institute of Building and Construction,MCC Group,Beijing 100088,China;
2.
2. Departemnt of Civil Engineering,Beijing University of Technology,Beijing 100022,China

Received Date: 2008-06-25
Publish Date: 2009-03-20

Abstract

Abstract

Seven concrete beams with fine grain HRBF500 bars are designed and tested. By changing the thickness of protective-covering, longitudinal reinforcement ratio and the concrete strength, etc, the bearing capacity of the concrete beams is analyzed. The result shows that the measured values of the capacities of the beams with HRBF 500 bars are close to those by code formulas, so the current formulas in the code can still be used.
- HRBF500 bar,
- flexural bearing capacity,
- concrete beam,
- test

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References(8)

References

.GB 50152-92 混凝土结构试验方法标准[S].

[2] .GB 50110-2002 混凝土结构设计规范[S].

[3] .张艇, 刘立新, 徐有邻. HRB500 级钢筋混凝土构件受力性能的试验研究[D]. 郑州: 郑州大学, 2004.

[4] .钟铭, 王海龙, 刘仲波, 等. 高强钢筋高强混凝土梁静力和疲劳性能试验研究[J]. 建筑结构学报, 2005(4): 94-97.

[5] .王全风, 刘风谊, 杨勇新, 等. HRB500 级钢筋混凝土简支梁受弯试验[J]. 华侨大学学报, 2007(3): 300-303.

[6] .徐风波. 配高强钢筋混凝土梁的受弯性能试验研究 [D]. 长沙: 湖南大学, 2007.

[7] .尚世仲. 配高强钢筋混凝土梁的受弯性能试验研究 [D]. 上海: 同济大学, 2007.

[8] .钱伟. 500 MPa 螺旋肋钢筋混凝土构件受力性能的试验研究[D]. 郑州: 郑州大学, 2000.

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