ANALYTICAL EVALUATION OF PERMANENT DEFLECTION OF A THIN CIRCULAR PLATE STRUCK NORMALLY AT ITS CENTER BY A PROJECTILE

The permanent deflection of a thin circular plate struck normally at its center by a projectile is studied by an approximate theoretical analysis,FEM simulation and experiment.The plate made of rate sensitive and strain-hardening material undergoes serious local deformation but is not perforated during the impact.The theoretical analysis is based on an energy approach, in which the Cowper-Symonds equation is used for the consideration of strain rate sensitive effects and the parameters involved are determined with the aid of experimental data.The maximum permanent deflections predicted by the theoretical model are compared with those of FEM sim- ulation and published papers obtained both by theory and experiment,and good agreement is achieved for a wide range of thickness of the plates and initial impact velocities.     

智能型材料力学计算机考试评价系统

介绍智能型材料力学计算机考试评价系统KPMM的功能和特点．该系统实现了组卷、考试、阅卷、评讲、总结和统计分析等考试工作的全程微机化,打破了传统测试软件的设计模式,采用以选择题、填空题和计算题为主的标准试卷结构,实现了微机考试和传统考试的基本等效．     

Effect of elastic target material on Taylor model

A theoretical model is proposed for a semi-infinite elastic bar struck axially by a flat-ended cylindrical projectile. The model is actually developed from the classical Taylor model except that the target is a semi-infinite bar with elastic behavior being considered. Particular attention is paid to the influence due to elastic wave propagation in the target bar on the energy partitioning between the projectile and target, which may result in the final length of the cylinder significantly different from the predictions of the classical Taylor model. The theoretical model is verified by numerical simulations, and the effects of several key non-dimensional parameters on the residual deformation and energy dissipation are discussed in detail. It is shown that the elastic effect of the target bar plays an important role in the prediction of plastic deformation of the cylindrical projectile.