Zhu Xiaoxia, He Mingsheng. SHAKING TABLE TEST OF THE ENCLOSURE WALL MULTIFUNCTIONAL VIBRATION ABSORPTION STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 146-151. doi: 10.13204/j.gyjz201410029
Citation:
Tong Lewei, Zhao Jun, Zhou Feng, Chen Yiyi, Hu Xiaoping. EXPERIMENTAL INVESTIGATION ON LONGITUDINAL RESIDUAL STRESS OF Q460 HIGH-STRENGTH STEEL WELDED H-SECTION MEMBERS[J]. INDUSTRIAL CONSTRUCTION , 2012, 42(1): 51-55,17. doi: 10.13204/j.gyjz201201009
Zhu Xiaoxia, He Mingsheng. SHAKING TABLE TEST OF THE ENCLOSURE WALL MULTIFUNCTIONAL VIBRATION ABSORPTION STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 146-151. doi: 10.13204/j.gyjz201410029
Citation:
Tong Lewei, Zhao Jun, Zhou Feng, Chen Yiyi, Hu Xiaoping. EXPERIMENTAL INVESTIGATION ON LONGITUDINAL RESIDUAL STRESS OF Q460 HIGH-STRENGTH STEEL WELDED H-SECTION MEMBERS[J]. INDUSTRIAL CONSTRUCTION , 2012, 42(1): 51-55,17. doi: 10.13204/j.gyjz201201009
EXPERIMENTAL INVESTIGATION ON LONGITUDINAL RESIDUAL STRESS OF Q460 HIGH-STRENGTH STEEL WELDED H-SECTION MEMBERS
1.
1. State Key Laboratory of Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;
2.
2. Department of Building Engineering,Tongji University,Shanghai 200092,China;
3.
3. Research Institute of Structural Steel,Baosteel Group Corporation,Shanghai 201900,China
Received Date: 2011-06-25
Publish Date:
2012-01-20
Abstract
It was presented an experimental investigation on longitudinal residual stresses of welded H-sections fabricated from high-strength steel sheet with a nominal yield stress of 460 MPa,which was recently developed by Baosteel Group Corporation.Strain gage hole drilling method was used to measure the magnitudes and distributions of longitudinal residual stresses along the cross section.Furthermore,the measured points inside the thickness were stripped to the outer surface to measure the stresses along the thickness of the section.At last,a longitudinal residual stress pattern was proposed based on the test results obtained in this study for the Q460 welded H-sections.
References
欧阳可庆. 钢结构[M].北京:中国建筑工业出版社,1995.
文西芹,刘成文. 基于逆磁致伸缩效应的残余应力检测方法[J].传感器技术,2002,(03):42-44.
Mather J. Determination of Initial Stresses by Measuring the Deformations Around Drilled Holes[J].Iron Steel Trans ASME,1934.249-254.
American Society for Testing Material.E837-81,Standard Method for Determining Residual Stresses by the Hole-Drilling Strain-Gage Method[S].
GB3395--1992残余应力测试方法钻孔应变释放法[S].
施刚,王元清,石永久. 高强度钢材轴心受压构件的受力性能[J].建筑结构学报,2009,(02):92-97.
何小东,张广成,裴怡. D406A高强钢焊接残余应力测试[J].焊接技术,2005,(02):50-51.
Tebedge N,Alpsten G,Tall L. Residual-Stress Measurement by the Sectioning Method[J].Experimental Mechanics,1973,(13):88-96.
Beg D,Hladnik L. Eigenspannungen bei Geschweissten I-Profilen Aus hochfesten Stahlen[J].Stahlbau,1994,(05):134-139.
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