NONL~~EAR ANALYSIS OF RC BEAMS w& OPENINGS , . , . SUBJECTED TO TORSION | ||||
| ERJ. Engineering Research Journal | ||||
| Article 12, Volume 30, Issue 3, July 2007, Page 375-384 PDF (937.93 K) | ||||
| Document Type: Original Article | ||||
| DOI: 10.21608/erjm.2007.70081 | ||||
 View on SCiNiTO | ||||
| Authors | ||||
| Nageh N. , Meleka; Mohsen A. Mousa; Mokhtar M. Sigutri | ||||
| Civil Engineering Deparment, Faculty of Engineering, Minouf?yya University, Shebin El-Kom, Egypt | ||||
| Abstract | ||||
| ~ransv~&e openings are sometimes very essential for accommodating utility services in reinforced . . wncrete structures. Most current codes and specifications have no provisions for specific design of reinforced concrete beanis with openings andmbjected to torsion. The object of this research is to develop a nonlinear 3-D finite elements constitutive model for RC. beams with openings ~bjected to torsion by simulate the experimental behavior. A computer program based on finite element method is developed to include the nonlinear material properties of both concreteand steel feinforcement. The output results of the F.E. program are compared and ' verified with the experimental results done by other researchers. The effect of some important parameters such as 'tension stiffening, shear retention paranieters, compressive suength of ' concrete, as well as the opening dimensions, and their locations are studied and investigated. Finally the main results are.summhd. . : | ||||
| Keywords | ||||
| Finite Biei&&nfs; ~ti&&~ear.Anal~sis Openings; dmpressive'stiength. '; ' | ||||
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