Failure Criterion for Brick Masonry: A Micro-Mechanics Approach
نویسندگان
چکیده
منابع مشابه
Proposals for a Failure Criterion Applicable to Discontinuous Rocks
The existing failure criteria to evaluate discontinuous rocks are predominatly based on the relations between principal stresses at failure. None of the criteria has a direct reference to the magnitude of deformation as a major parameter in rock Several reasons are identified indicating that the selection of peak stress as a major parameter, which is obtained through the evaluation of a failure...
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ژورنال
عنوان ژورنال: Studia Geotechnica et Mechanica
سال: 2015
ISSN: 2083-831X,0137-6365
DOI: 10.2478/sgem-2014-0025