Nonlinear Buckling and Post-buckling Analysis of laminated Composite Cylindrical Shells Subjected to Axial and Pressure Loads
Thin walled cylindrical shells and panels are more susceptible to failure in buckling rather than material failure.In present study,non-linear buckling analysis of GFRP cylindrical shells under axial compression combined axial load and internal pressure is carried out by using general purpose finite element program (ANSYS).Nonlinear buckling analysis involves the determination of the equilibrium path (or load deflection curve) up to the limit point load by using the Newton-Raphson approach.Limit point loads evaluated for various geometric imperfection magnitudes shows an excellent agreement with available experimental results.The influence of R/t ratio on mode transition behavior is briefly highlighted.
Finite Element Method Geometric non-linearity buckling loads imperfection magnitude equilibrium path approach cylindrical shells Axial and Pressure loads
Venkata Narayana Yenugula Jagadish Babu Gunda Ravinder Reddy Pinninti Markandeya Ravvala
Sreenidhi Institute of Science and Technology,Ghatkesar,Hyderabad,Andhra Pradesh,India Advanced Systems Laboratory,Kanchanbagh,Hyderabad 500058,India Chaitanya Bharathi Institute of Technology,Gandipet,Hyderabad JNTUH,kukatpally,Hyderabad,Andhra Pradesh,India
国际会议
南京
英文
1-4
2013-08-20(万方平台首次上网日期,不代表论文的发表时间)