ACI Journal
Title no. 83-22
by Frank J. Vecchio and Michael P. Collins
Abstract
An analytical model is presented that is capable of predicing the load-deformation response of reinforced element subjected to in plane shear and normal stress. In the model, cracked concrete is treated as a new material with its own stress-strain characteristics. Equilibrium, compatibility, and stress-strain relationships are formulated in term of average stress and average strain. Consideration is also given to local stress conditional at crack location.
Learn more about THE MODIFIED COMPRESSION-FIED THEORY FOR REINFORCED CONCRETE ELEMENT SUBJECTED TO SHEAR, you can download here
Title no. 83-22
by Frank J. Vecchio and Michael P. Collins
Abstract
An analytical model is presented that is capable of predicing the load-deformation response of reinforced element subjected to in plane shear and normal stress. In the model, cracked concrete is treated as a new material with its own stress-strain characteristics. Equilibrium, compatibility, and stress-strain relationships are formulated in term of average stress and average strain. Consideration is also given to local stress conditional at crack location.
Learn more about THE MODIFIED COMPRESSION-FIED THEORY FOR REINFORCED CONCRETE ELEMENT SUBJECTED TO SHEAR, you can download here
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