[1] 孔祥福,周绪红,狄谨,等.钢箱梁斜拉桥正交异性桥面板的受力性能[J].长安大学学报(自然科学版),2007,27(3):52-56.
KONG Xiangfu, ZHOU Xuhong, DI Jin, et al. Orthotropic deck performance of steel box girder cable stayed bridge[J]. Journal of Changan University (Natural Science Edition), 2007, 27(3): 52-56.
[2] D拉达伊.焊件热效应—温度场、残余应力、变形[M].熊京第,郑朝云,史耀武,译.北京:机械工业出版社,1997.
RADAJ D. Thermal Effect-Temperature Fields, Residual Stress and Deformation of Weld Components[M].XIONG Jingdi, ZHENG Chaoyun, SHI Yaowu, Translated. Beijing: China Machine Press, 1997.
[3] 孙盼,李文,姬庆玲.Q235钢焊接温度场的数值模拟[J].中国水运,2010,10(7):235-236.
SUN Pan, LI Wen, JI Qingling. Numerical simulation of welding temperature field of Q235 steel[J].China Water Transport,2010,10 (7): 235-236.
[4] 黎超文,王勇,李立英,等.T形接头的焊接温度场三维动态有限元模拟[J].焊接学报,2011,32(8):33-36.
LI Chaowen, WANG Yong, LI Liying, et al. Three-dimensional dynamic FEM simulation of temperature distribution of T-joint[J]. Transactions of the China Welding Institution, 2011, 32(8): 33-36.
[5] TSAI C I, FENG Z L. A computational analysis of thermal and mechanical conditions for weld metal solidification cracking[J ]. Welding Research Abroad, 1996, 42(1): 34-41.
[6] 朱援详,王勤,赵学荣,等.基于ANSYS平台的焊接残余应力模拟[J].武汉理工大学学报,2004,26(2):69-72.
ZHU Yuanxiang, WANG Qin, ZHAO Xuerong, et al. Simulation of welding residual stress based on ANSYS[J]. Journal of Wuhan University of Technology, 2004, 26(2): 69-72.
[7] ANDERSEN L F. Residual Stresses and Deformations in Steel Structures[D]. Copenhagen: Technical University of Denmark, 2000. |