Citation: | WANG Dan, WANG Ping. Effects of Stress-Free Temperature Difference on Force and Displacement of Welded Turnouts[J]. Journal of Southwest Jiaotong University, 2006, 19(1): 80-84. |
王平,黄时寿.可动心轨无缝道岔的非线性计算理论研究[J].中国铁道科学,2001,22(2):84-91.Wang P,Huang S S.Study on the nonlinear theory of welded turnout with movable-point frog[J].China Railway Science,2001,22(2):84-91.[2] 王平.无缝道岔群对钢轨位移和纵向力的影响研究[J].铁道学报,2002,24(2):74-78.Wang P.Study on influences of welded turnout group on displacements and longitudinal forces of rails [J].Journal of the China Railway Society,2002,24(2):74-78.[3] 王平.无缝道岔侧股焊接形式的选择与分析[J].铁道标准设计,2001(8):8-9.[4] 王平,郭利康.线路爬行对无缝道岔受力与变形的影响分析[J].西南交通大学学报,2002,37(6):615-619.Wang P,Guo L K.Influences of rail creep on the longitudinal forces and displacements of welded turnout[J].Journal f Southwest Jiaotong University,2002,37 (6):615-619.[5] 广钟岩,高慧安,陈岳源,等.铁路无缝线路[M].北京:中国铁道出版社,1995.118-155.[6] 曾玉江,张建军,严肃.提速道岔无缝化后的应力放散方法及锁定轨温探讨[J].铁道建筑,2000(4):22-24.[7] 北方交通大学土建学院.无缝道岔计算理论与试验分析研究报告[R].北京:北方交通大学,1999.22-261.
|