Smeared crack analysis for fracture and
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Pietro G. Gambarova; Gianfranco Valente
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Article
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1990
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Elsevier Science
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English
β 831 KB
An incremental-iterative procedure for the nonlinear finite element analysis of reinforced concrete structures is presented here. Solid concrete is modeled as a hypoelastic material, whilst cracked concrete (including fracture and aggregate interlock) is modeled with crack bands, according to the sm