[1] T. Yao, P.I. Nikolov, Y. Miyagawa, Mechanical Effects of Welding, Springer,
Heidelberg, 1992, pp. 261–268.
[2] Y. Ueda, W. Yasukawa, T. Yao, H. Ikegami, R. Ohminami, Effects of welding
residual stresses and initial deflection on rigidity and strength of square plates
subjected to compression (Report II), Trans. JWRI 6 (1) (1977) 33–38.
[3] Y. Ueda, T. Yao, The influence of complex initial deflection modes on the behaviour
and ultimate strength of rectangular plates in compression, J. Constr. Steel Res. 5
(4) (1985) 265–302.
[4] J.K. Paik, A.K. Thayamballi, Ultimate Limit State Design of Steel-Plated Structures,
John Wiley & Sons, San Ramon, 2003.
10
Y. Cheng et al.
Finite Elements in Analysis & Design 221 (2023) 103960
[14] G. Fu, M.I. Lourenço, Influence of the welding sequence on residual stress and
distortion of fillet welded structures, Mar. Struct. 46 (2016) 30–55.
[15] H. Nakagawa, H. Suzuki, Ultimate temperatures of steel beams subjected to fire,
Steel Construction Engineering 6 (22) (1999) 57–65.
[16] Y.C. Kim, J.Y. Lee, K. Inose, The high accurate prediction of welding distortion
generated by fillet welding, Q. J. Jpn. Weld Soc. 23 (3) (2005) 431–435.
[17] M.P. Aung, H. Katsuda, M. Hirohata, Fatigue-performance improvement of patchplate welding via PWHT with induction heating, J. Constr. Steel Res. 160 (2019)
280–288.
[18] M. Hirohata, F. Takeda, M. Suzaki, K. Inose, N. Matsumoto, D. Abe, Influence of
laser-arc hybrid welding conditions on cold cracking generation, Weld. World 63
(2019) 1407–1416.
[19] M. Hirohata, Effect of post weld heat treatment on steel plate deck with trough rib
by portable heat source, Weld. World 61 (6) (2017) 1225–1235.
[20] M.M. Pastor, J. Bonada, F. Roure, M. Casafont, Residual stresses and initial
imperfections in non-linear analysis, Eng. Struct. 46 (2013) 493–507.
[21] H. Akima, A new method of interpolation and smooth curve fitting based on local
procedures, J. ACM 17 (4) (1970) 589–602.
[22] Japan Welding Society, Welding and Joining Handbook, second ed., Maruzen
Publishing, Tokyo, 2003 (In Japanese).
[23] W. Jiang, G. Bao, J.C. Robert, Finite element modeling of stiffened and unstiffened
orthotropic plates, Comput. Struct. 63 (1) (1997) 105–117.
[5] P. Ferro, F. Bonollo, A. Tiziani, Methodologies and experimental validations of
welding process numerical simulation, Int. J. Comput. Mater. Sci. Surf. Eng. 3 (2–3)
(2010) 114–132.
[6] C.Y. Wei, W.G. Jiang, Influence of welding groove on residual stress and distortion
in T-joint weld, in: IOP Conference Series: Materials Science and Engineering vol.
733, IOP Publishing, Shanghai, 2020, 012010.
[7] A.J. Sadowski, J.M. Rotter, Solid or shell finite elements to model thick cylindrical
tubes and shells under global bending, Int. J. Mech. Sci. 74 (2013) 143–153.
[8] M. Hirohata, Y. Itoh, High effective FE simulation methods for deformation and
residual stress by butt welding of thin steel plates, Engineering 6 (9) (2014)
507–515.
[9] M. Hirohata, Y. Itoh, A simplified FE simulation method with shell element for
welding deformation and residual stress generated by multi-pass butt welding,
International Journal of Steel Structures 16 (1) (2016) 51–58.
[10] M. Hirohata, S. Nozawa, Y. Tokumaru, Verification of FEM simulation by using
shell elements for fillet welding process, Int. J. Interact. Des. Manuf. 16 (2022)
1–13.
[11] Japan Road Association, Specifications for Highway Bridges Part II Steel Bridges,
Maruzen Publishing, Tokyo, 2012 (In Japanese).
[12] R. Bai, Z. Guo, C. Tian, et al., Investigation on welding sequence of I-beam by
hybrid inversion, Mar. Struct. 62 (2018) 23–39.
[13] B. Chen, C.G. Soares, Effect of welding sequence on temperature distribution,
distortions, and residual stress on stiffened plates, Int. J. Adv. Manuf. Technol. 86
(2016) 3145–3156.
11
...