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FINITE ELEMENT MODELING, ANALYSIS AND VALIDATION OF THE SHEAR CAPACITY OF RC ...
FINITE ELEMENT MODELING, ANALYSIS AND VALIDATION OF THE SHEAR CAPACITY OF RC ...Md. Shahadat Hossain
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FINITE ELEMENT MODELING, ANALYSIS AND VALIDATION OF THE SHEAR CAPACITY OF RC ...
FINITE ELEMENT MODELING, ANALYSIS AND VALIDATION OF THE SHEAR CAPACITY OF RC ...Md. Shahadat Hossain
The document presents research on modeling and analyzing the shear capacity of reinforced concrete beams made with steel fiber reinforced concrete (SFRC). Finite element models were created in ANSYS for plain reinforced concrete beams and SFRC beams. The models were validated against experimental test results. The following were found:
1) Experimental testing showed that the shear strength of beams increased by about 25%, 29%, and 18% for SFRC with steel fibers having aspect ratios of 40, 60, and 80, respectively, compared to plain reinforced concrete beams.
2) Finite element models created in ANSYS using solid elements for the concrete and link elements for reinforcement correlated well with experimental load-deflection curves and failure modes.
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