Abstract
The mechanical properties, such as yield strength, modulus of elasticity of steel cable and its mechanics model were obtained based on the mechanical properties of steel cable under the high temperature test results. Nonlinear finite element numerical analysis method was established based on the time integral effect considering. The characteristics of temperature field distribution, displacement and stress are discussed. The reuslts show that: BSS has better spatial work performance, the weak area of the structure is near the far side, the main reason of large deformation is the reduce of stiffness and strength.
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