Physically based sensitivity derivatives for structural analysis programs
type: Item
instance of: scholarly article
title: Physically based sensitivity derivatives for structural analysis programs
zbMATH Open document ID: 0692.73055
DOI: 10.1007/BF00293052
published in: Computational Mechanics
publication date: 1989-01-01T00:00:00Z
Mathematics Subject Classification ID: 74S05
Mathematics Subject Classification ID: 74K15
Mathematics Subject Classification ID: 74-04
Mathematics Subject Classification ID: 74S30
Mathematics Subject Classification ID: 90C31
Mathematics Subject Classification ID: 65K10
zbMATH DE Number: 4133630
zbMATH Keywords: EAL finite element program
zbMATH Keywords: ply-angle sensitivity of the nonlinear response
zbMATH Keywords: composite circular plate
zbMATH Keywords: FASOR
zbMATH Keywords: numerical integration (``field'') method
zbMATH Keywords: initial stresses
zbMATH Keywords: initial strains
zbMATH Keywords: virtual-work formulation
zbMATH Keywords: direct and adjoint versions
zbMATH Keywords: plane-stress
zbMATH Keywords: truss finite elements
zbMATH Keywords: one and two-dimensional problems
zbMATH Keywords: finite-element program
zbMATH Keywords: nonlinear shell analysis program
author: Bruno Barthelemy
author: Raphael T. Haftka
author: Gerald A. Cohen
describes a project that uses: FASOR
MaRDI profile type: Publication
cites work: Variational approach to first‐ and second‐order sensitivity analysis of elastic structures
cites work: First- and second-order sensitivity analysis of linear and nonlinearstructures
cites work: Design sensitivity analysis of structural systems
full work available at URL: https://doi.org/10.1007/bf00293052
OpenAlex ID: W1964187967
description: scientific article; zbMATH DE number 4133630