Membrane Residual Stress of Q690 High-Strength Steel Welded H-Section

Author:

Wang Jie1ORCID,Di Jin12ORCID,Zhang Qian3ORCID,Qin Fengjiang2ORCID,Men Pengfei2ORCID

Affiliation:

1. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, P. R. China

2. Key Laboratory of New Technology for Construction of Cities in Mountain Area, School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China

3. Xi’an Long-Span Bridge Engineering Technology Co., Ltd., Xi’an 710065, P. R. China

Abstract

The residual compressive stress ratio of high-strength steel (HSS) members with welded sections is significantly lower than that of common mild steel (CMS) members. However, current codes apply the residual stress results of CMS members to HSS members without adjustment. This study investigated the membrane residual stress distribution of a Q690 HSS welded H-section. The membrane residual stresses of five specimens of different sizes were measured using the sectioning method, resulting in simplified membrane residual stress distribution models. The influences of the width-thickness ratio of the flange and web and the thickness of the flange and web were analyzed. The results indicated that while the welding membrane residual stress satisfied the self-equilibrium of the section, the self-equilibrium of the plates followed an inconsistent pattern. A three-dimensional thermal elastic–plastic finite element model (3DTEFEM) was established to simulate the specimen welding process, and the measured results were used to verify the 3DTEFEM. This model was then used to conduct parameter analysis on the plate width-thickness ratio of the H-section, leading to the development of a unified membrane residual stress pattern for the Q690 steel welded H-section member.

Funder

Major Project of the National Natural Science Foundation of China

National Key R&D Program of China

Science and Technology Project of China Communications Construction Co., Ltd.

Publisher

World Scientific Pub Co Pte Ltd

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