1.1 Static and quasi-static stress analyses

ABAQUS Example Problems Manual

1.1 Static and quasi-static stress analyses

“Axisymmetric analysis of bolted pipe flange connections,” Section 1.1.1
“Elastic-plastic collapse of a thin-walled elbow under in-plane bending and internal pressure,” Section 1.1.2
“Parametric study of a linear elastic pipeline under in-plane bending,” Section 1.1.3
“Indentation of an elastomeric foam specimen with a hemispherical punch,” Section 1.1.4
“Collapse of a concrete slab,” Section 1.1.5
“Jointed rock slope stability,” Section 1.1.6
“Notched beam under cyclic loading,” Section 1.1.7
“Hydrostatic fluid elements: modeling an airspring,” Section 1.1.8
“Shell-to-solid submodeling and shell-to-solid coupling of a pipe joint,” Section 1.1.9
“Stress-free element reactivation,” Section 1.1.10
“Transient loading of a viscoelastic bushing,” Section 1.1.11
“Indentation of a thick plate,” Section 1.1.12
“Damage and failure of a laminated composite plate,” Section 1.1.13
“Analysis of an automotive boot seal,” Section 1.1.14
“Pressure penetration analysis of an air duct kiss seal,” Section 1.1.15
“Self-contact in rubber/foam components: jounce bumper,” Section 1.1.16
“Self-contact in rubber/foam components: rubber gasket,” Section 1.1.17
“Submodeling of a stacked sheet metal assembly,” Section 1.1.18
“Axisymmetric analysis of a threaded connection,” Section 1.1.19
“Direct cyclic analysis of a cylinder head under cyclic thermal-mechanical loadings,” Section 1.1.20
“Erosion of material (sand production) from oil bore hole perforation tunnel,” Section 1.1.21