G. Appa Rao, R. Sundaresan (2010). "Prediction of size dependent strength of reinforced concrete deep beams using strut and tie model." In Proceedings of FraMCoS 7, Jeju, South Korea.
G. Appa Rao, R. Sundaresan. "Prediction of size dependent strength of reinforced concrete deep beams using strut and tie model." Paper presented at FraMCoS 7, Jeju, South Korea, 2010.
G. Appa Rao, R. Sundaresan, "Prediction of size dependent strength of reinforced concrete deep beams using strut and tie model," in Proc. FraMCoS 7, Jeju, South Korea, 2010.
@inproceedings{g-appa-rao2010,
title = {Prediction of size dependent strength of reinforced concrete deep beams using strut and tie model},
author = {G. Appa Rao, R. Sundaresan},
year = {2010},
booktitle = {Proceedings of FraMCoS 7},
address = {Jeju, South Korea},
}
TY - CPAPER
TI - Prediction of size dependent strength of reinforced concrete deep beams using strut and tie model
AU - G. Appa Rao
AU - R. Sundaresan
PY - 2010
T2 - Proceedings of FraMCoS 7
CY - Jeju, South Korea
UR - https://framcos.org/wp-content/uploads/framcos-papers/Prediction_of_size_dependent_strength_of_reinforced_concrete_deep_beams_using_st.pdf
AB - This paper reports on development of a refined strut-and-tie model for determining the size de- pendent shear strength of reinforced concrete deep beams. The predicted model is based on Siao’s Model for size independent shear strength of deep beams, Modified Bazant’s size effect law and the experimental data re- ported by several researchers. The proposed model predicts the shear strength of deep beams as a function of compressive strength of concrete, longitudinal and web reinforcements steel ratios, shear span-to-depth ratio and the effective depth of beam.
ER -
