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Information Journal Paper

Title

SHORT - TERM DEFLECTION AND FLEXURAL RIGIDITY OF REINFORCED CONCRETE BEAMS

Pages

  1-13

Abstract

 A parametric study is undertaken to examine the effects of tension and compression reinforcement ratios and steel yield strengths, loading types and stages, concrete compressive strength, CRAKING and tension-stiffening, using the nonlinear layered finite element method. The effects of the above parameters on different behavioral aspects including the load-DEFLECTION and moment-curvature characteristics, failure load and flexured rigidity, El. Of R.C. beams are reviewed along with a comparison with the ACI code and ABA code and experimental data where available. To account for the influencing parameters, new models are proposed for estimating the felxural rigidity and the DEFLECTION of R.C. beams. The accuracy and efficiency of the proposed model is verified by comparing the analytical results with the experimental data from five different investigations. Reasonably close agreement was obtained between the test data and the computed results.

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    APA: Copy

    KHEYR ALDIN, ALI. (2004). SHORT - TERM DEFLECTION AND FLEXURAL RIGIDITY OF REINFORCED CONCRETE BEAMS. INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE (ENGLISH), 15(1), 1-13. SID. https://sid.ir/paper/52617/en

    Vancouver: Copy

    KHEYR ALDIN ALI. SHORT - TERM DEFLECTION AND FLEXURAL RIGIDITY OF REINFORCED CONCRETE BEAMS. INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE (ENGLISH)[Internet]. 2004;15(1):1-13. Available from: https://sid.ir/paper/52617/en

    IEEE: Copy

    ALI KHEYR ALDIN, “SHORT - TERM DEFLECTION AND FLEXURAL RIGIDITY OF REINFORCED CONCRETE BEAMS,” INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE (ENGLISH), vol. 15, no. 1, pp. 1–13, 2004, [Online]. Available: https://sid.ir/paper/52617/en

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