| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 252695 | Composite Structures | 2010 | 11 Pages |
Abstract
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, prestressed 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.
Related Topics
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Authors
H.-T. Hu, F.-M. Lin, H.-T. Liu, Y.-F. Huang, T.-C. Pan,