Analysis and Design of R.C. Deep Beams by Finite Strip Method and Comparison of Theoretical Results with Experimental Results

Authors

  • S. S. Patil Associate Professor, Civil Engineering Department, Walchand Institute of Technology, Solapur - 413 001, India
  • B. R. Niranjan Professor, Civil Engineering Department, U.V.C.E. Bangalore University Bangalore - 560 001, India

DOI:

https://doi.org/10.51983/tarce-2013.2.1.2200

Keywords:

Deep Beam, Finite Strip method, Design

Abstract

This paper describes analysis and design of deep beams subjected to two point loads with different L/D ratios using Program in FORTRAN 77 by finite strip method and standard codes (I.S. 456-2000, B.S.8112, ACI 318 and Appendix A of ACI 318). Variation of flexural stress, strain and shear stress in deep beam were plotted. The parameter, Shear span of beam was varied during the analysis. Several beams were cast and tested in laboratory as per codal provisions.

References

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Published

05-05-2013

How to Cite

Patil, S. S., & Niranjan, B. R. (2013). Analysis and Design of R.C. Deep Beams by Finite Strip Method and Comparison of Theoretical Results with Experimental Results. The Asian Review of Civil Engineering, 2(1), 1–8. https://doi.org/10.51983/tarce-2013.2.1.2200

Issue

Vol. 2 No. 1 (2013): January-June 2013

Section

Articles

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Copyright (c) 2013 The Research Publication

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