INELASTIC BEHAVIOR OF RC COLUMNS UNDER CYCLIC LOADS, BASED ON COHESION AND INTERNAL FRICTION ANGLE OF CONCRETE

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TASNIMI A.A.; FARZIN M.R.

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Journal: MODARES TECHNICAL AND ENGINEERING Year:2006 | Volume:- | Issue:23 Page(s): 29-40

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Title

INELASTIC BEHAVIOR OF RC COLUMNS UNDER CYCLIC LOADS, BASED ON COHESION AND INTERNAL FRICTION ANGLE OF CONCRETE

Author(s)

TASNIMI A.A. | FARZIN M.R. | Issue Writer Certificate

Keywords

MONOTONIC LOADQ3

UNLOADINGQ4

RELOADINGQ4

CYCLIC LOADQ4

COHESIONQ2

INTERNAL FRICTION ANGLEQ3

INELASTIC BEHAVIORQ3

Abstract

In this paper, numerical methods are utilized to investigate the analyses of the elastic and inelastic cyclic behavior of nine reinforced concrete columns having various reinforcement configurations under cyclic compressive load. The response curves of the columns are compared with that of experimental results. In this research, tow main and important concrete mechanical properties "cohesion" and "internal friction angle" are used for the analysis. To evaluate these parameters it is possible to utilize the only one single parameter as the concrete compression strength and the relevant equation proposed in this work. The results exhibit that the specimen's behavioral model for the complete period of loading and UNLOADING regime, is affected by the complete stress-strain curve of concrete under MONOTONIC LOAD.

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APA: Copy

TASNIMI, A.A., & FARZIN, M.R.. (2006). INELASTIC BEHAVIOR OF RC COLUMNS UNDER CYCLIC LOADS, BASED ON COHESION AND INTERNAL FRICTION ANGLE OF CONCRETE. MODARES TECHNICAL AND ENGINEERING, -(23), 29-40. SID. https://sid.ir/paper/24938/en

Vancouver: Copy

TASNIMI A.A., FARZIN M.R.. INELASTIC BEHAVIOR OF RC COLUMNS UNDER CYCLIC LOADS, BASED ON COHESION AND INTERNAL FRICTION ANGLE OF CONCRETE. MODARES TECHNICAL AND ENGINEERING[Internet]. 2006;-(23):29-40. Available from: https://sid.ir/paper/24938/en

IEEE: Copy

A.A. TASNIMI, and M.R. FARZIN, “INELASTIC BEHAVIOR OF RC COLUMNS UNDER CYCLIC LOADS, BASED ON COHESION AND INTERNAL FRICTION ANGLE OF CONCRETE,” MODARES TECHNICAL AND ENGINEERING, vol. -, no. 23, pp. 29–40, 2006, [Online]. Available: https://sid.ir/paper/24938/en

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