EXPERIMENTAL RESEARCH ON HRBF500 HIGH STRENGTH RC BEAMS FOR HIGH SPEED RAILWAY UNDER FATIGUE LOADING

Wang Xinling; Chen Qingping; Du Lin

doi:10.13204/j.gyjz201011006

Volume 40 Issue 11

May 2015

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(11): 18-21,26

SHU Xingping, CHI Chen. FINITE ELEMENT ANALYSIS OF THREE-POINT BENDING MECHANICAL PROPERTIES FOR STAINLESS STEEL SANDWICH PANEL WITH CORE TUBES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 34-39. doi: 10.13204/j.gyjz202002005

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Wang Xinling, Chen Qingping, Du Lin. EXPERIMENTAL RESEARCH ON HRBF500 HIGH STRENGTH RC BEAMS FOR HIGH SPEED RAILWAY UNDER FATIGUE LOADING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 18-21,26. doi: 10.13204/j.gyjz201011006

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EXPERIMENTAL RESEARCH ON HRBF500 HIGH STRENGTH RC BEAMS FOR HIGH SPEED RAILWAY UNDER FATIGUE LOADING

doi: 10.13204/j.gyjz201011006

1.
College of Civil Engineering,Zhengzhou University,Zhengzhou 450002,China

Received Date: 2010-07-28
Publish Date: 2010-11-20

Abstract

Abstract

The study on fatigue properties of HRBF500 high strength reinforced concrete structures is rarely reported.The two rectangle and two T-section HRBF500 R C beams are designed and produced.And the static loading and fatigue experiments are conducted on these specimens.Based on the experimental results,the tensile strain of the steel,midspan deflection and the cracks developing law are analyzed under the static loading on the specimen with different cross-section and steel ratio.The mechanical properties of the beams are evaluated when the steel stress is over 150 MPa under fatigue experiment.The test result shows that the maximum fatigue load and amplitude are the main factors to decide if fatigue failure would occur on the beam.
- HRBF500,
- fatigue performance,
- experimental research,
- reinforced concrete beam

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References(7)

References

[2] 肖建庄,陈德银.高性能混凝土简支梁正截面抗弯疲劳试验[J].结构工程师,2006,22(4):73-76.

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,2005,26(2):94-100.

[3] 吕海燕,戴公连.铁路混凝土桥梁在疲劳荷载作用下正截面应力试验研究[J].长沙铁道学院学报,1996,14(3):17-22.

[4] 赵顺波,赵国藩,黄承远.预应力钢纤维混凝土梁斜截面疲劳性能试验研究[J].土木工程学报,2000,30(5):35-45.

[5] 赵进阶,张钦喜,杨勇新,等.HRBF500 钢筋混凝土梁受弯承载力试验研究[J].工业建筑,2009,39(3):52-55.

[6] Tien S Chang,Clyde E Kesler.Fatigue Behavior of ReinforcedConcrete Beams[J].ACI Journal Proceedings,1958,55 (8):245-254.

[7] Teng Susanto,Ma Wei,Wang Fang.Shear Strength of ConcreteDeep Beams Under Fatigue[J].ACI Structural Journal,2000,97(4):572-580.

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