Experimental Investigation on Residual Stresses in Welded Medium-Walled I-shaped Sections Fabricated from Q460GJ Structural Steel Plates
Authors: Qian Zhu, Shidong Nie, Bo Yang, Gang Xiong, Guoxin Dai
Abstract:
GJ steel is a new type of high-performance structural steel which has been increasingly adopted in practical engineering. Q460GJ structural steel has a nominal yield strength of 460 MPa, which does not decrease significantly with the increase of steel plate thickness like normal structural steel. Thus, Q460GJ structural steel is normally used in medium-walled welded sections. However, research works on the residual stress in GJ steel members are few though it is one of the vital factors that can affect the member and structural behavior. This article aims to investigate the residual stresses in welded I-shaped sections fabricated from Q460GJ structural steel plates by experimental tests. A total of four full scale welded medium-walled I-shaped sections were tested by sectioning method. Both circular curve correction method and straightening measurement method were adopted in this study to obtain the final magnitude and distribution of the longitudinal residual stresses. In addition, this paper also explores the interaction between flanges and webs. And based on the statistical evaluation of the experimental data, a multilayer residual stress model is proposed.
Keywords: Q460GJ structural steel, residual stresses, sectioning method, Welded medium-walled I-shaped sections.
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1132617
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[1] Shi YJ. Development and application of high strength and high performance steel in buildings. Proceedings of the 3rd International Forum on Advances in Structural Engineering. Beijing: China Architecture & Building Press; 2009.p.397-407(in Chinese).
[2] Alpsten GA, Tall L. Residual stresses in heavy welded shapes. Welding Research Supplement; 1970:93-105.
[3] Fukumoto Y, Itoh Y. Statistical study of experiments on welded beams. J Struct Div1981; 107:89 – 103
[4] Wang GZ, Zhao WW. Residual stress measurement for welded and hot-rolled I section steels. Industrial Construction 1986; 16(7):32-37(in Chinese).
[5] BS EN 1993-1-1 (2005). Eurocode 3: Design of steel structures. BSI, London.
[6] ANSI/AISC 360-10(2010). Specification for structural steel buildings. AISC, Chicago.
[7] GB50017-2003. Code for design of steel structures. Beijing: China Planning Press; 2003 (in Chinese).
[8] Rasmussen K J R, Hancock G J. Plate slenderness limits for high strength steel sections. Journal of Constructional Steel Research 1992; 23(1):73-96.
[9] Rasmussen K J R, Hancock G J. Tests of high strength steel columns. Journal of Constructional Steel Research 1995; 34(1): 27-52.
[10] Beg D, Hladnik L. Slenderness limit of Class 3 I cross-sections made of high strength steel. J Constr Steel Res 1996;38:201-17.
[11] Dae-Kyung Kim, Cheol-Ho Lee, et al. Strength and residual stress evaluation of stub columns fabricated from 800Mpa high-strength steel. Journal of Constructional Steel Research; 2014; 102:111-120.
[12] Wang YB, Li GQ, Chen S. Residual stresses in welded flame-cut high strength steel H-sections. Journal of Constructional Steel Research 2012; 79:159-165.
[13] Ban HY, Shi G, Bai Y, et al. Residual stress of 460 MPa high strength steel welded I section: experimental investigation and modeling. International Journal of Steel Structures 2013; 13(4): 691-705.
[14] Bo Yang, Shidong Nie, et al. Residual stresses in welded I-shaped sections fabricated from Q460GJ structural steel plates. Journal of Constructional Steel Research; 2016;122:261-273.
[15] R. C. Spoorenberg, H. H. Snijder, et al. Experimental investigation on residual stresses in heavy wide flange QST steel sections. Journal of Constructional Steel Research; 2013;89:63-74.
[16] Sherman DR. Residual stress measurement in tubular members. Structural Division Proceedings of the American society of Civil Engineers 1969(4):635-647.
[17] Chen Ji. The stability coefficient of axially loaded compression members for summarizing the effect of residual stress, eccentricity and initial out-of-straightness. China Technical Committee for Standards of Steel Structures, Beijing; 1982:1-14(in Chinese)
[18] Li KX, Xiao YW, et al. Column curves for steel compression member. Journal of Chongqing Institute of Architecture and Engineering 1985:24-33 (in Chinese).
[19] Chernenko DE, Kennedy DJL. An analysis of the performance of welded wide flange columns. Canadian Journal of Civil Engineering; 1991.
[20] ECCS. Manual on stability of steel structures. Part 2.2 Mechanical Properties and Residual Stresses. ECCS Publ.: 1976.
[21] Saeed Moaveni. Engineering Fundamentals: An Introduction to Engineering. Minnesota State University. Thomson Engineering; 2015.