251. Presenting numerical mathematical formulas to design composite steel shear walls
- Author
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Mahdi Ragheb, Ali Ghamari, and Farzad Hatami
- Subjects
chemistry.chemical_classification ,Materials science ,business.industry ,Numerical analysis ,Composite number ,Polymer ,Structural engineering ,Condensed Matter::Soft Condensed Matter ,Nonlinear system ,chemistry ,Buckling ,Ultimate tensile strength ,Shear wall ,Fiber ,business - Abstract
In this paper behavior of steel shear wall Composited (CSSW) with carbon fiber polymer in different angles have investigated. The present experimental and numerical studies conducted to carry out the effects of fiber polymer, angle of fiber polymer. Results showed that the CFRP enhance the behavior of CSSW. Despite the advantages of CSSW, there are some hardness which is caused the use of CSSW become restricted, as evaluating the shear stiffness and ultimate strength which those parameters will need to design and analysis. Analysis of CSSW, due to their out of plan buckling and post buckling behavior is extremely abstruse. Nonlinear analysis of CSSW is possible with finite element software, but nonlinear geometry and material is difficult and it tacks a long time. According to the problems mentioned representing valid formulas in nonlinear region is quite necessary which the formulas obtained from numerical analysis have suggest in this paper.
- Published
- 2012
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