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Finite Element Method for Design of Reinforced Concrete Offshore Platforms
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作者 song yupu and wang jian associate professor, dept. of civil engineering, dalian university of technology, dalian lecturer, dept. of civil engineering, dalian university of technology, dalian 《China Ocean Engineering》 SCIE EI 1992年第1期27-36,共10页
A design method of reinforced concrete (R. C.) offshore platforms with nonlinear finite element analysis is proposed. According to the method, a computer program is developed. In this program nonlinear constitutive re... A design method of reinforced concrete (R. C.) offshore platforms with nonlinear finite element analysis is proposed. According to the method, a computer program is developed. In this program nonlinear constitutive relationships and strength criteria of concrete and steel bars are included, and the progressive cracking and crushing of the concrete are taken into account. Based on the stress distribution obtained by the nonlinear finite element analysis, the amount of reinforcement in the control sections can be computed and adjusted automatically by the program to satisfy the requirement of the design. The amount of reinforcement required in the control sections, which are obtained with the nonlinear finite element analysis, is agreeable to that obtained in the experiment. This shows that the design method of R. C. offshore platform with the nonlinear finite element method proposed by the authors is reliable for practical use. 展开更多
关键词 finite element method reinforced concrete offshore platform design method REINFORCEMENT
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