Numerical Analysis of Thermal Stress Field for Mass Concrete with Cooling Pipe
Due to the material and structural characters of the mass concret, temperature difference is very big between inside and outside, which enlarges the temperature-stress and produces the earlier cracks very easily in mass concrete during construction and maintenance. Applying finite element method, the temperature-stress distribution may be obtained inside the 3# pier of Wuhan TianXingZhou Bridge with cooling pipes, according to which the dropping temperature effect of cooling pipes will be analyzed.
Temperature-stress field Cooling pipe Mass concrete Earlier crack
Junfeng Shi Jianmin Xiong Tianqing Yu
School of Resource and Civil Engineering Northeastern University, Shenyang 110004, China School of C School of Civil Engineering and Architecture Hubei University of Technology, Wuhan 430068, China Sch
国际会议
南京
英文
669-674
2007-10-16(万方平台首次上网日期,不代表论文的发表时间)