Effect of Shear Span to Depth Ratio in Strut-And-Tie Model on Deep Beam

Author:

Sahu Renu,Dewangan U. K.

Publisher

Springer Singapore

Reference21 articles.

1. Foster SJ, Malik AR (2002) Evaluation of efficiency factor models used in strut- and-tie modeling of nonflexural members. J Struct Eng 128(5):569–577

2. El-Metwally S, Chen WF (2017) Structural concrete: strut-and-tie models for unified design. CRC Press

3. Ahmed M, Yasser A, Mahmoud H, Ahmed A, Abdulla MS, Nazar S (2013) Load transfer mechanism based unified strut-and-tie modeling for design of concrete beams. Int J Civil Environ Struct Constr Archit Eng 7(3)

4. El-Metwally S, Chen WF (2011) Understanding structural engineering: from theory to practice. CRC Press

5. Shariat M, Eskandari-Naddaf H, Tayyebinia M, Sadeghian M (2018) Sensitivity analysis of reinforced concrete deep beam by STM and FEM (Part III). Mater Today: Proc 5(2):5529–5535

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