Continuous damage model for load-respons
β
K.E. LΓΈland
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Article
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1980
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Elsevier Science
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English
β 364 KB
Estimation of the stress-strain relationship for concrete in uniaxial tension is done by means of a semiempirical damage model. The damage is a measure of the relative portion of pores and cracks in the material. The model is related to stress-strain curves published by Evans and Marathe (3). ##