Analysis of Retrofitted Concrete Columns Using 3D Elastic-Plastic-Damage Modelling
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-19-0507-0_38
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4. Demir A, Caglar N, Ozturk H, Sumer Y (2016) Nonlinear finite element study on the improvement of shear capacity in reinforced concrete T-Section beams by an alternative diagonal shear reinforcement. Eng Struct 120:158–165
5. Grassl P, Jirasek M (2006) Damage plastic model for concrete failure. Int J Solids Struct 43:7166–7196
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