STRENGTH ANALYSIS OF 400 MM OVERLAPPED STEEL ADHESIVE DOUBLE LAP JOINTS REINFORCED BY RIVET

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Published Mar 3, 2021
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MR. GAJANAN M. KULKARNI
Lecturer, Department of Mechanical Engg., A. G. Patil Polytechnic Institute, Solapur, M.S., INDIA-413008
MR. NITIN B. PAWAR
Lecturer, Department of Civil Engg. A. G. Patil Polytechnic Institute, Solapur, M.S., INDIA-413008
PROF. SANDEEP S. WANGIKAR
Assistant Professor, Department of Mechanical Engg., SVERI’s College of Engg. Pandharpur, Solapur University, Solapur, M.S., INDIA-413304
MR. SAMARTH M. KULKARNI
UG Student, Department of Mechanical Engg., A. G. Patil Institute of Technology, Solapur, M.S., INDIA-413008

Abstract

This is the age of technological revolutions. For newer mechanisms, advancement in bonding procedures is desperately needed. The most famous bonding type is Adhesive bonding. Double lap joints are considered as a good category joint in many applications. This paper explains the investigation on double lap hybrid joint. This was done for the vertical loaded MS Steel specimens. Overlapping length was kept constant and equal to 400 mm and two other factors viz. Number of rivets and adhesive composition (Resin to Hardner ratio) were varied. Finite Element analysis is done by using Ansys to see the nature of changes in the joint. Further validation by Mechanical testing is done by using Universal Testing Machine for Max. Stresses induced. Load- Stress relation obtained by Ansys results is approximately closer to experimental results.

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How to Cite
MR. GAJANAN M. KULKARNI, MR. NITIN B. PAWAR, PROF. SANDEEP S. WANGIKAR, & MR. SAMARTH M. KULKARNI. (2021). STRENGTH ANALYSIS OF 400 MM OVERLAPPED STEEL ADHESIVE DOUBLE LAP JOINTS REINFORCED BY RIVET. JournalNX - A Multidisciplinary Peer Reviewed Journal, 88–92. Retrieved from https://repo.journalnx.com/index.php/nx/article/view/2642