Numerical failure analysis of a stretch-bending test on dual-phase steel sheets using a phenomenological fracture model
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Publication:619929
DOI10.1016/J.IJSOLSTR.2010.07.010zbMath1203.74129OpenAlexW1968751249MaRDI QIDQ619929
Publication date: 19 January 2011
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
Full work available at URL: http://hdl.handle.net/1721.1/96040
ductile fracturestampingadvanced high strength steels (AHSS)modified Mohr-Coulombshear fracturestretch-bending
Anelastic fracture and damage (74R20) Experimental work for problems pertaining to mechanics of deformable solids (74-05)
Related Items (2)
On the predictive capabilities of the shear modified Gurson and the modified Mohr-Coulomb fracture models over a wide range of stress triaxialities and Lode angles ⋮ A non-local approach for Reissner-Mindlin shell elements in dynamic simulations: application with a Gurson model
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Cites Work
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