CONFINEMENT EFFECT ON TENSION STIFFENING OF RC BEAMS UNDER FLEXURE

Dhiraj Govindrao Sakhare; V. S. Shingade

CONFINEMENT EFFECT ON TENSION STIFFENING OF RC BEAMS UNDER FLEXURE

July 2016

Vol-2, Issue-4

Paper ID: 2897

ISSN: 2395-4396

Downloads: 0

Abstract & Details

Research Area

civil engineering

Keywords

Indeterminate structures stiffness properties confinement effect economical design.

Abstract

In structural analysis, especially in indeterminate structures, it becomes essential to know material and geometrical properties of members. The codal provisions recommend elastic properties of concrete and steel and these are fairly accurate enough. Various building codes recommend the tension stiffening effect while calculating the crack width of flexural members. Present aim of study is to determine effect of confinement on tension stiffening of flexural members. The experimental program consists of testing of beams (model size 150 x 150 x 700 mm) with percentage of reinforcement varying from 0.54 to 0.84% which commensurate with existing Codal provisions of IS:456-2000 for flexural member. Effect of confinement is considered in this study. The experimental results are verified by using 3D finite element techniques. Additionally, stress-strain values for reinforcement bars of the experimental models are compared with stress-strain values for the same models obtained by Eurocode2 and FE software ANSYS.

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Author Information

#	Name	Institute / Affiliation
1	Dhiraj Govindrao Sakhare	Trinity College of Engineering and Research pune
2	V. S. Shingade	Trinity College of Engineering and Research pune

How to Cite

Use the following formats to cite this article in your research.

APA Style

Sakhare, Dhiraj Govindrao & Shingade, V. S. (2016). CONFINEMENT EFFECT ON TENSION STIFFENING OF RC BEAMS UNDER FLEXURE. International Journal of Advance Research and Innovative Ideas In Education, 2(4), 459-466.

MLA Style

Sakhare, Dhiraj Govindrao, and V. S. Shingade. "CONFINEMENT EFFECT ON TENSION STIFFENING OF RC BEAMS UNDER FLEXURE." International Journal of Advance Research and Innovative Ideas In Education, vol. 2, no. 4, 2016, pp. 459-466.

IEEE Style

Dhiraj Govindrao Sakhare and V. S. Shingade, "CONFINEMENT EFFECT ON TENSION STIFFENING OF RC BEAMS UNDER FLEXURE," International Journal of Advance Research and Innovative Ideas In Education, vol. 2, no. 4, pp. 459-466, 2016.

Vancouver Style

Sakhare Dhiraj Govindrao, Shingade V. S.. CONFINEMENT EFFECT ON TENSION STIFFENING OF RC BEAMS UNDER FLEXURE. International Journal of Advance Research and Innovative Ideas In Education. 2016;2(4):459-466.

Harvard Style

Sakhare, Dhiraj Govindrao & Shingade, V. S. (2016) 'CONFINEMENT EFFECT ON TENSION STIFFENING OF RC BEAMS UNDER FLEXURE', International Journal of Advance Research and Innovative Ideas In Education, 2(4), pp. 459-466.

Chicago Style

Sakhare, Dhiraj Govindrao and V. S. Shingade. "CONFINEMENT EFFECT ON TENSION STIFFENING OF RC BEAMS UNDER FLEXURE." International Journal of Advance Research and Innovative Ideas In Education 2, no. 4 (2016): 459-466.

Turabian Style

Sakhare, Dhiraj Govindrao and V. S. Shingade. "CONFINEMENT EFFECT ON TENSION STIFFENING OF RC BEAMS UNDER FLEXURE." International Journal of Advance Research and Innovative Ideas In Education 2, no. 4 (2016): 459-466.