Tensile performance of adhesive joint on the cold-formed steel structure

  IJETT-book-cover  International Journal of Engineering Trends and Technology (IJETT)          
  
© 2014 by IJETT Journal
Volume-10 Number-5
Year of Publication : 2014
Authors : Anwar SNR , Wahyuni E , Suprobo P
  10.14445/22315381/IJETT-V10P244

Citation 

Anwar SNR , Wahyuni E , Suprobo P. "Tensile performance of adhesive joint on the cold-formed steel structure", International Journal of Engineering Trends and Technology (IJETT), V10(5),231-234 April 2014. ISSN:2231-5381. www.ijettjournal.org. published by seventh sense research group

Abstract

In this paper, a preliminary research of new connection method on the cold-formed steel in civil engineering structures is presented. The study focuses on the durability of adhesive on tensile performance. A cold-formed steel – adhesive joints that have been loaded in tension until rupture. A comparison strength in tensile between mechanical joint and adhesive joint on the cold-formed steel was investigated. The increment strength of joints are about 27,11% with Sikadur 31 CF Normal adhesive and 81,84% with JB Weld 8265 epoxy. The joint strength of adhesive is based on the type of adhesive. The joint failure is adhesive failure (AF) for Sikadur 31 CF Normal and cohesive failure (CF) for JB Weld 8265 epoxy.

References

[1] Adams RD, Adhesive Bonding Science Technology and Aplications, CRC Press, Woodhead Publishing Limited, 2000
[2] Adam RD., Comyn J., Wiliam CW., Structural Adhesive Joints in Engineering, Saffron Walden ESS United, 1997
[3] Brandon J., Wood Joint and Adhesive, Builders guide to safe aircraft materials, 2010
[4] Dundu M., Base Connections of Single Cold-Formed Steel Portal Frames, Journal of Constructional Steel Research, Vol. 78, p.38-44, 2012
[5] Ganesan K., Moen CD., LRFD Resistance Factor for Cold-Formed Steel Compression Members, Elsevier Journal of Constructional Steel Research, Vol. 72, p.261-266, 2012
[6] Haidarali MR., Nethercot DA., Finite Element Modelling of Cold Formed Steel Beams under Local Buckling Combined Local/Distortional Buckling, Elsevier Journal of Thin-Walled Structures, Vol. 49, p.1554-1562, 2011
[7] Moen CD., Igusa T., Schafer BW., Prediction Of Residual Stresses and Strains in Cold-Formed Steel Members, Elsevier International Journal, Vol. 46, p. 1274-1289, 2008
[8] Setiyawan P. et al., Strength and Rigidity of Strengthened Cold-Formed Steel Moment Connection, APSEC-ICCER Conference, Surabaya, Indonesia, 2012
[9] Yu WW., Cold-Formed Steel Structures, Structural Engineering Handbook, CRC Press LLC, 1999

Keywords
cold-formed steel, adhesive, failure , tensile strength, joint