Identification of Fatigue Failure Modes of Composite Beams Based on Fatigue Test

YUAN Xigui

doi:10.13204/j.gyjzG21070301

Volume 52 Issue 8

Aug. 2022

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YUAN Xigui. Identification of Fatigue Failure Modes of Composite Beams Based on Fatigue Test[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 147-151. doi: 10.13204/j.gyjzG21070301

Citation:

YUAN Xigui. Identification of Fatigue Failure Modes of Composite Beams Based on Fatigue Test[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 147-151. doi: 10.13204/j.gyjzG21070301

YUAN Xigui. Identification of Fatigue Failure Modes of Composite Beams Based on Fatigue Test[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 147-151. doi: 10.13204/j.gyjzG21070301

Citation:

YUAN Xigui. Identification of Fatigue Failure Modes of Composite Beams Based on Fatigue Test[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 147-151. doi: 10.13204/j.gyjzG21070301

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Identification of Fatigue Failure Modes of Composite Beams Based on Fatigue Test

doi: 10.13204/j.gyjzG21070301

YUAN Xigui

School of Urban Construction of Chengdu Polytechnic, Chengdu 610218, China

Received Date: 2021-07-03
Available Online: 2022-12-01

Abstract

Abstract

In order to promote the application of steel-concrete composite beam in bridge structures and crane beams, the fatigue performance of composite beams has attracted researchers' attention. However, the basis for judging the fatigue failure mode of composite beams has not given. In the paper, stress amplitude index was defined based on the main experimental results and reasoning at home and abroad, which was the basis for judging the fatigue failure mode of composite beams. The fatigue tests of composite beams with different shear connection degrees and different details of steel beams were carried out so that the specific criteria for fatigue failure modes was obtained combined with the related parameters of steel beam details given by Standard for Design of Steel Structures (GB 50017-2017). It verified the fatigue failure modes of 13 test beams with different shear connection degrees. The results showed that it was feasible to judge the fatigue failure mode by stress amplitude index.
- composite beam,
- stress amplitude index,
- shear connection degree,
- failure mode

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References(10)

References

[1]	聂建国,刘明,叶列平,等.钢-混凝土组合结构[M].北京:中国建筑工业出版社,2005.
[2]	聂建国,王宇航.钢-混凝土组合梁疲劳性能研究综述[J].工程力学,2012,29(6):1-11.
[3]	李建军.钢-混凝土组合梁疲劳性能的试验研究[D].北京:清华大学,2002.
[4]	中华人民共和国住房和城乡建设部.钢结构设计标准:GB 50017—2017[S].北京:中国建筑工业出版社,2018.
[5]	袁西贵.钢-混凝土叠合板组合梁疲劳性能的试验研究[D].北京:清华大学,2005.
[6]	中华人民共和国冶金工业部.钢-混凝土组合楼盖结构设计与施工规程:YB.9238-92[S].北京:冶金工业部建筑研究总院,1992.
[7]	聂建国,沈聚敏,余志武.考虑滑移效应的钢-混凝土组合梁变形计算的折减刚度法[J].土木工程学报,1995,1995(6):11-17.
[8]	聂建国,沈聚敏,袁彦声,等.钢-混凝土组合梁连接件实际承载力的研究[J].建筑结构学报,1996,17(2):21-25.
[9]	欧阳可庆.钢结构:高等学校推荐教材[M].北京:中国建筑工业出版社,1999.
[10]	严正庭,严立.钢与混凝土组合梁结构计算构造手册[M].北京:中国建筑工业出版社,1996.

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