Effect of strength-modulus correlation on reliability of randomly heterogeneous beams.

DOI10.1016/S0020-7683(03)00436-0zbMath1098.74033MaRDI QIDQ1430821

Sefi Givli, Eli Altus

Publication date: 27 May 2004

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

zbMATH Keywords

morphologyfunctional perturbation methodsstatic indeterminacy

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Random structure in solid mechanics (74E35) Reliability and life testing (62N05)

Related Items (2)

Application of the homotopy analysis method to determine the analytical limit state functions and reliability index for large deflection of a cantilever beam subjected to static co-planar loading ⋮ Fracture mechanics of a randomly heterogeneous double cantilever beam

This page was built for publication: Effect of strength-modulus correlation on reliability of randomly heterogeneous beams.