General Analytic Solution for Thermal Stress of CRCP Based on Actual Boundary Condition
Existing analysis method for thermal stress of CRCP cant reflect its actual boundary condition adequately.A whole pavement section iterative method which can reflect actual boundary condition of each slab segment is presented in this paper. A general analytic solution considering nonlinear bond-slip relation between steel bar and concrete and that between concrete and base course is given. Iterated with analytic solution given in this paper, stress and displacement caused by temperature change in any point of CRCP can be calculated.
CRCP boundary condition thermal stress analytic solution
Ju Suoji
Changsha University of Science & Technology, Changsha, Hunan, 410004, China
国际会议
长沙
英文
1468-1471
2010-03-13(万方平台首次上网日期,不代表论文的发表时间)