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- W2393526459 abstract "Corrosion of steel bar imbedded in concrete stands out increasingly,and on the basis of the test on the non-uniformly corroded beams and the constitutive relationship of the corroded reinforced concret,the finite element analysis of their structural performance deterioration and destructive characters were carried out.The model of concrete and steel bar were all established by eight-node solid element.The nonlinear spring element Combine 39 was used as the bonding element between the steel bars and concrete and the real constant was assigned with consideration of position function.So the finite element model of the longitudinally and non-uniformly corroded steel bar was established.Through the caculation the relationship between the pull-out displacement and the force,the stress change and fracture process of concrete during the drawing process,the evolution law of the bond stress between corroded steel bar and concrete were obtained." @default.
- W2393526459 created "2016-06-24" @default.
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- W2393526459 date "2011-01-01" @default.
- W2393526459 modified "2023-09-23" @default.
- W2393526459 title "Finite element analysis of pull-out tests on longitudinally and non-uniformly corroded steel bar" @default.
- W2393526459 hasPublicationYear "2011" @default.
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