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contributor authorDale G. Karr
contributor authorSankar C. Das
date accessioned2017-05-08T20:50:27Z
date available2017-05-08T20:50:27Z
date copyrightDecember 1983
date issued1983
identifier other%28asce%290733-9445%281983%29109%3A12%282802%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28881
description abstractThe fracture and flow characteristics of ice is dependent upon the state of stress, substructure geometry, temperature and strain rate. Compressive and tensile strength vary greatly due to the variety of ice types and their dependence on these factors. Simplifications of the mechanical behavior and failure criteria of ice are often necessary for engineering applications. Common idealizations of ice mechanics are addressed with emphasis on the suitability of various yield criteria for combined stress states. The failure of ice can be considered to be either yield‐dominant or as fracture‐dominant, while retaining the simplicity of conventional criteria. Their suitability to ice mechanics is enhanced by their capability of being adapted to a wide range of tension‐compression failure envelopes.
publisherAmerican Society of Civil Engineers
titleIce Strength in Brittle and Ductile Failure Modes
typeJournal Paper
journal volume109
journal issue12
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1983)109:12(2802)
treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 012
contenttypeFulltext


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