STUDY OF THE NATURAL FREQUENCY AND STRUCTURAL PERFORMANCE OF CASTELLATED BEAMS WITH DIAGONAL STIFFENERS AND VERTICAL RODS FOR ENHANCED SHEAR AND FLEXURAL STRENGTH

Dr. N. Kumaragurubaran; Dr. R. Subramanian; M.S. Praveen; N.Durairaj

STUDY OF THE NATURAL FREQUENCY AND STRUCTURAL PERFORMANCE OF CASTELLATED BEAMS WITH DIAGONAL STIFFENERS AND VERTICAL RODS FOR ENHANCED SHEAR AND FLEXURAL STRENGTH

Authors: Dr. N. Kumaragurubaran, Dr. R. Subramanian, M.S. Praveen, N.Durairaj

Unique Paper ID: 181097
Volume: 12
Issue: 1
PageNo: 3546-3550

Keywords: Castellated Beams Natural Frequency Shear Strength Flexural Strength Diagonal Stiffeners Vertical Rods Finite Element Analysis

Abstract:
This study investigates the impact of diagonal stiffeners and vertical rods on the natural frequency, shear strength, and flexural strength of castellated beams used in chassis applications. The research involves both theoretical and experimental approaches, including finite element analysis (FEA) to determine the dynamic behavior of the beams. The results show a significant increase in the natural frequency and a reduction in deflections, indicating improved resistance to dynamic loads. The inclusion of stiffeners and rods results in enhanced shear and flexural strength, making the beams more effective in heavy-load applications.

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ISSN: 2349-6002
Volume: 12
Issue: 1
PageNo: 3546-3550

STUDY OF THE NATURAL FREQUENCY AND STRUCTURAL PERFORMANCE OF CASTELLATED BEAMS WITH DIAGONAL STIFFENERS AND VERTICAL RODS FOR ENHANCED SHEAR AND FLEXURAL STRENGTH

Available:https://ijirt.org/Article?manuscript=181097

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