An enhanced damage plasticity model for predicting the cyclic behavior of plain concrete under multiaxial loading conditions

Some of the current concrete damage plasticity models in the literature employ a single damage variable for both the tension and compression regimes, while a few more advanced models employ two damage variables. Models with a single variable have an inherent difficulty in accounting for the damage a...

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Vydáno v:	Frontiers of Structural and Civil Engineering Ročník 14; číslo 6; s. 1531 - 1544
Hlavní autoři:	KAKAVAND, Mohammad Reza AZADI, TACIROGLU, Ertugrul
Médium:	Journal Article
Jazyk:	angličtina
Vydáno:	Beijing Higher Education Press 01.12.2020 Springer Nature B.V
Témata:	Cities Civil Engineering Compression Compression tests Compressive properties Concrete Constitutive models Continuum damage mechanics Countries cyclic loading Cyclic loads damage plasticity model Engineering Mathematical models multiaxial loading conditions plain concrete Plastic properties Plasticity Regions Research Article Tension Variables damage plasticity model cyclic loading plain concrete multiaxial loading conditions
ISSN:	2095-2430, 2095-2449
On-line přístup:	Získat plný text
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