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Application of general theory of limit analysis to modified concrete arches to study collapse conditions predicted by plastic theory; in analysis presented, effect of deformation was neglected and only effect of axial forces was considered; experimental program included tests to destruction of two-hinged arches of difference spans, loadings and various cross-sectional properties; tests confirmed theoretical results obtained.
Application of general theory of limit analysis to modified concrete arches to study collapse conditions predicted by plastic theory; in analysis presented, effect of deformation was neglected and only effect of axial forces was considered; experimental program included tests to destruction of two-hinged arches of difference spans, loadings and various cross-sectional properties; tests confirmed theoretical results obtained.
Limit analysis of reinforced concrete arches
Instn Engrs (India) -- J
Jena, B. (author)
1967
11 pages
Article (Journal)
English
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