BibTeX:

@article{IJIRSTV2I5029,
     title={A Study on Concrete Deep Beams Using Nonlinear Analysis},
     author={Kavya K.Kumar, Ramadass S. and Vivek Philip},
     journal={International Journal for Innovative Research in Science & Technology},
     volume={2},
     number={5},
     pages={57--64},
     year={},
     url={http://www.ijirst.org/articles/IJIRSTV2I5029.pdf},
     publisher={IJIRST (International Journal for Innovative Research in Science & Technology)},
}

In this project work, an attempt is made to predict the shear strength for concrete deep beams at ultimate state, using ANSYS12.1 software. Two test beams will be accounted to predict their shear strength at ultimate state using ANSYS 12.1 software. The accuracy of the predicted values of shear strength based on ANSYS 12.1 software for the two test beams will be compared with their corresponding experimental results. In addition, the predicted values of shear strength for the two test beams using ANSYS 12.1 software will be compared with the results obtained by shear strength prediction models proposed by various researchers. The prediction of shear strength using ANSYS 12.1is found to be reasonably in good agreement with the corresponding experimental results.

Reinforced Concrete Deep Beams, Shear Strength