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contributor authorA. S. Ayoub
contributor authorT. G. Brown
date accessioned2017-05-08T21:13:47Z
date available2017-05-08T21:13:47Z
date copyrightDecember 1991
date issued1991
identifier other%28asce%290887-381x%281991%295%3A4%28158%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43547
description abstractThe magnitude of the force acting on a structure during an ice‐structure interaction is obtained using an approach based on linear elastic fracture mechanics. The magnitude of the ice‐structure interaction force makes the ice fail in one of many possible failure modes of ice. Crack propagation, which is one of the most significant failure modes of ice, is analyzed in this work. A crack in an ice sheet will propagate when the stress intensity factor equals the fracture toughness of ice. The ice sheet is assumed to contain a system of cracks having the same length and orientation and equally spaced in both directions. The magnitude of the contact stresses acting on the structure, therefore, makes the stress intensity factor at the tip of the critical crack reach the fracture toughness of ice. Results of the analysis show that fracture solutions give contact stresses that fall within the range of measured values and depend on the crack densities and orientations as well as on the structure shape.
publisherAmerican Society of Civil Engineers
titleFracture Analysis of Ice Forces
typeJournal Paper
journal volume5
journal issue4
journal titleJournal of Cold Regions Engineering
identifier doi10.1061/(ASCE)0887-381X(1991)5:4(158)
treeJournal of Cold Regions Engineering:;1991:;Volume ( 005 ):;issue: 004
contenttypeFulltext


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