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contributor authorAntoni Sawczuk
contributor authorP. G. Hodge
date accessioned2017-05-09T00:04:11Z
date available2017-05-09T00:04:11Z
date copyrightJune, 1968
date issued1968
identifier issn0021-8936
identifier otherJAMCAV-25871#357_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/124790
description abstractThe relationship between limit analysis and yield-line analysis is investigated. Attention is restricted to simply supported, isotropic slabs subjected to single-point loadings. It is found that conventional yield-line analyses quite often give substantial overestimates of the carrying capacity. A general method is formulated for finding the yield-point load, and various examples are considered.
publisherThe American Society of Mechanical Engineers (ASME)
titleLimit Analysis and Yield-Line Theory
typeJournal Paper
journal volume35
journal issue2
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3601203
journal fristpage357
journal lastpage362
identifier eissn1528-9036
keywordsSlabs
keywordsStress
keywordsYield line analysis AND Yield point
treeJournal of Applied Mechanics:;1968:;volume( 035 ):;issue: 002
contenttypeFulltext


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