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- W2370712587 abstract "On the basis of the constitutive relationship of the corroded reinforced concrete and aimed at the longitudinally and non-uniformly corroded beams,their structural performance deterioration and destructive characters were analyzed.Their finite element model was established,in which the three-dimensional rod element was taken as the steel bar element,the eight-node solid element as the concrete element, and the nonlinear spring element as the bonding element between the steel bars and concrete.The bearing capacity of the reinforced concrete beam with lengthways non-uniformly corroded steel bars was simulated by making use of the large-scale finite element software ANSYS.Similarity of the ANSYS simulation results to other nonlinear analysis results manifested that the nonlinear finite element analysis for the reinforced concrete beam with lengthways non-uniform corroded steel bars was reliable and accurate." @default.
- W2370712587 created "2016-06-24" @default.
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- W2370712587 date "2008-01-01" @default.
- W2370712587 modified "2023-09-25" @default.
- W2370712587 title "Nonlinear finite element analysis of longitudinally and non-uniformly corroded beams" @default.
- W2370712587 hasPublicationYear "2008" @default.
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