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"Equivalent load" method for elastic thermal stress problems with particular application to arch dams
General method of computing deflections and stresses in structures subject to arbitrary temperature states is presented; essence of this consists in finding suitable force system to prevent any movements in heated structure and subsequent removal of this restraining force system to find deformation of structure; method is illustrated by solution of problem of thermal stresses arising in thin arch dam; numerical values of this solution are obtained by use of finite difference techniques.
"Equivalent load" method for elastic thermal stress problems with particular application to arch dams
General method of computing deflections and stresses in structures subject to arbitrary temperature states is presented; essence of this consists in finding suitable force system to prevent any movements in heated structure and subsequent removal of this restraining force system to find deformation of structure; method is illustrated by solution of problem of thermal stresses arising in thin arch dam; numerical values of this solution are obtained by use of finite difference techniques.
"Equivalent load" method for elastic thermal stress problems with particular application to arch dams
Instn Civ Engrs -- Proc
Zienkiewicz, O.C. (author) / Cruz, C.R. (author)
1962
20 pages
Article (Journal)
English
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