This paper compares the simplified theory of thin-walled box beams with deformable cross section given by Sedlacek with the more accurate approach proposed by Kollbrunner and Hajdin. Single-cell, simply supported box girders ...

The paper represents a simple approximate solution for a crack reinforced by elastic bands (springs). The obtained results for the stress intensity factor are compared with the exact solutions for the case of infinitely ...

This paper deals with the method of solving two-dimensional thermoelasticity problems by FEM. A FORTRAN TRE (TheRmoElasticity) program was developed for solving such problems starting from the most general coupled theory ...

This article presents an algorithm for the analysis of planar reinforced concrete frames. It takes Into consideration the effects of nonlinear stress-strain relationship In concrete and contribution of the tensioned concrete ...