Structural Engineering and Mechanics
Volume 67, Number 1, 2018, pages 079-85
DOI: 10.12989/sem.2018.67.1.079
Topology optimization of reinforced concrete structure using composite truss-like model
Yang Zhiyi, Zhou Kemin and Qiao Shengfang
Abstract
Topology optimization of steel and concrete composite based on truss-like material model is studied in this paper. First, the initial design domain is filled with concrete, and the steel is distributed in it. The problem of topology optimization is to minimize the volume of steel material and solved by full stress method. Then the optimized steel and concrete composite truss-like continuum is obtained. Finally, the distribution of steel material is determined based on the optimized truss-like continuum. Several numerical results indicate the numerical instability and rough boundary are settled. And more details of manufacture and construction can be presented based on the truss-like material model. Hence, the truss-like material model of steel and concrete is efficient to establish the distribution of steel material in concrete.
Key Words
strut-and-tie; topology optimization; truss-like continuum; steel; concrete
Address
Yang Zhiyi and Zhou Kemin: College of Civil Engineering, Huaqiao University, Jimei, Xiamen, 361021, China
Qiao Shengfang: School of Civil Engineering and Transportation, South China University of Technology, Tianhe, Guangzhou, 510641, China