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RC beam-column element for simulating nonlinear shear-flexural behavior
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DOI：10.1002/suco.70248.png)
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Abstract
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This paper presents a precise and straightforward solution for simulating the behavior of reinforced concrete (RC) beam-column elements subjected to bending and shearing forces. The solution is compatible with the fiber element formulation used within object-oriented software frameworks like OpenSees. The solution applies to both elastic and plastic deformation domains. In order to validate the effectiveness of the beam-column element proposed, a benchmark test available in the literature has been employed.
Keywords:
fiber elements
performance-based design
RC beam-column elements
shear deformation
Journal
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3.3
Papers:
3.4K
Citations:
7.1K
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