An efficient numerical algorithm for transverse impact problems

摘要: Abstract Transverse impact problems in which the elastic and plastic indentation effects are considered, involve a nonlinear integral equation for contact force practice, is usually solved by an iterative scheme with small increments time. In this paper, numerical method proposed wherein iterations of problem separated from structural response computations.This makes procedures much simpler also efficient. The applied to some solutions available they found be good agreement. effect magnitude time increment on results discussed.