New Numerical Study for Strengthening Slabs Behavior under Repeated Loads

Authors

  • usama mostafa mahran Associate Prof., Civil Eng. Dept., Assiut University, Assiut 71516, Egypt

Keywords:

repairing, gluing, CFRP, shotcrete, fibershotcrete.

Abstract

The basic concept of using the finite element method of analysis in constructing analytical models for the study of behavior of reinforced concrete members is discussed. The finite elements method chosen to represent the concrete, the steel reinforcement, and the bond links between the concrete and steel reinforcement are described, modeling with a proper finite element program in idealization the considered structure is greatly needed. In this paper demonstrates that the behavior of reinforced concrete cracked slabs (350x80x20) were tested under fatigue loading with 3.3 Hz (

References

G. K. Schullerer.

Usama M.,

CEB, "Concrete Structures under Impact and Impulsive Loading," Bulletind' Information No. 187. comito Euro-International du Beton. Lausann, 8/1988.

Ottosen, N. S., "Constitutive Model for Short-Time Loading of Concrete; ASCE Journal of the Engineering Mechanics, V. 105, No. EM1, 1979, pp.127-141.

Schl

Hibbitt, Karlsson; and Sorensen, "ABAQUS User's Manual," Software Finite Element Program, V. 1 and V. 2, Version 4.9, 1992.

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Published

2010-10-14

How to Cite

mahran, usama mostafa. (2010). New Numerical Study for Strengthening Slabs Behavior under Repeated Loads. International Journal of Sciences: Basic and Applied Research (IJSBAR), 2(1), 9–21. Retrieved from https://gssrr.org/index.php/JournalOfBasicAndApplied/article/view/1364

Issue

Vol. 2 No. 1 (2010)

Section

Articles

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Copyright (c) 2010 International Journal of Sciences: Basic and Applied Research (IJSBAR)

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