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- W2361238743 abstract "For concrete members subjected to biaxially eccentric loads and uniaxially eccentric loads,similar failure process applies,except that,under biaxially eccentric load,the neutral axis of a cross section is not perpendicular to the plane of the applied loading,and the combination of deflections in two directions does not lie in the loading plane either.Based on plane section assumption and perfect bonding between reinforcement and concrete,a full-range analysis for reinforced concrete sections under biaxially eccentric loads was carried out in this paper,considering nonlinear constitutive relationship of materials by increasing the applied biaxially eccentric loads step by step.The behavior of the loaded members was investigated.The calculation results were compared with theoretical calculations from Gaussian integration and experimental results from the references,it was found that good agreement was obtained." @default.
- W2361238743 created "2016-06-24" @default.
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- W2361238743 date "2012-01-01" @default.
- W2361238743 modified "2023-09-25" @default.
- W2361238743 title "Nonlinear Analysis for Reinforced Concrete Sections under Biaxially Eccentric Loads" @default.
- W2361238743 hasPublicationYear "2012" @default.
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