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[英文摘要] :
A batch of constitutive models for steel reinforcing bar, prestressing tendon, concrete and fiber-reinforced
plastic are proposed for the nonlinear finite element analysis of reinforced concrete structures, pre-
stressed concrete structures, reinforced concrete structures strengthened by fiber-reinforced plastics
and prestressed concrete structures strengthened by fiber-reinforced plastics. These material models
have been tested against series of experimental data and good agreements have been obtained, which
justifies the validity and the usefulness of the proposed nonlinear constitutive models.
[參考文獻] :
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