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What is Refined R.C. Beam Analysis with Bond-Slip about?

This paper presents a refined fiber model for analyzing reinforced concrete (R.C.) beams that incorporates a bond-slip relationship, enhancing the understanding of non-linear behavior in continuous beams. The proposed model allows for detailed evaluation of material interactions, including debonding of rebars and crack width, and has been validated through theoretical-experimental comparisons. The computational method developed is efficient and general, facilitating a reliable non-linear analysis for design

Author

casanovavn

Language

EN