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contributor authorX. D. Qian
contributor authorY. S. Choo
contributor authorJ. Y. Liew
contributor authorJ. Wardenier
date accessioned2017-05-08T20:59:23Z
date available2017-05-08T20:59:23Z
date copyrightMay 2005
date issued2005
identifier other%28asce%290733-9445%282005%29131%3A5%28768%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34536
description abstractNumerical modeling of the fracture effects on the strength of steel circular hollow section joints has not been sufficiently addressed historically. The Gurson model simulates the plastic yield behavior of material with microvoids. It is found in the current study that we can offer an alternative approach in modeling the ductile fracture for the strength analysis of tubular joints. Two loading conditions are investigated on tubular bars with the Gurson model. The effects of void growth and nucleation are observed to be more prominent in the axial tensile mode than the shear mode. Two types of tubular joints are investigated: precracked tubular joints and intact tubular joints. The effect of ductile fracture is reflected by softening of material, which leads to reductions in load–deformation curves which are consistent with test observations. Due to the lack of material data, a sensitivity study is carried out on the Gurson’s material properties.
publisherAmerican Society of Civil Engineers
titleSimulation of Ductile Fracture of Circular Hollow Section Joints Using the Gurson Model
typeJournal Paper
journal volume131
journal issue5
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2005)131:5(768)
treeJournal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 005
contenttypeFulltext


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