Author:
Ban Huiyong,Shi Gang,Bai Yu,Shi Yongjiu,Wang Yuanqing
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Reference36 articles.
1. Alpsten, G. A. and Tall, L. (1970). “Residual stresses in heavy welded shapes.” Welding Journal, 49(3), pp. 93-s–105-s.
2. ANSI/AISC 360-10 (2010). Specification for Structural Steel Buildings. AISC, Chicago.
3. Ban, H. Y., Shi, G., Shi, Y. J., and Wang, Y. Q. (2012). “Residual stress tests of high-strength steel equal angles.” Journal of Structural Engineering, ASCE, 138(12), pp. 1446–1454.
4. Ban, H. Y., Shi, G., Shi, Y. J., and Wang, Y. Q. (2013). “Residual stress of 460 MPa high strength steel welded box section: Experimental investigation and modeling.” Thin-Walled Structures, 64, pp. 73–82.
5. Beg, D. and Hladnik, L. (1996). “Slenderness limit of class 3 I cross-sections made of high strength steel.” Journal of Constructional Steel Research, 38(6), pp. 201–207.
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