eprintid: 9213 rev_number: 2 eprint_status: archive userid: 1 dir: disk0/00/00/92/13 datestamp: 2023-11-09 16:21:10 lastmod: 2023-11-09 16:21:10 status_changed: 2023-11-09 16:14:32 type: conference_item metadata_visibility: show creators_name: Shafiq, N. creators_name: Nuruddin, M.F. title: Effectiveness of adhesive bonding in structural steel connections ispublished: pub keywords: Adhesive joints; Building materials; Steel construction, Adhesive bonding; Adhesive thickness; Environmental conditions; Flexural testing; Overlapping lengths; Research studies; Structural steel plates; Structural steels, Steel testing note: cited By 0; Conference of 10th International Conference on Inspection, Appraisal, Repairs and Maintenance of Structures ; Conference Date: 25 October 2006 Through 26 October 2006; Conference Code:129413 abstract: This research study was focused to determine the effectiveness of adhesive joints in structural steel construction. Flexural testing and analysis of 36 structural steel plates jointed with three different overlapping length with different adhesive thickness showed the higher capability of its application in structural steel connections under flexural loads. Adhesive joints in structural steel connections for structures subjected to light to medium loads would become very effective alternatively in the applications where welding connections are required to be avoided. Adhesive joints may also avoid the chances of material embitterment at the joints under certain environmental conditions. date: 2017 publisher: CI-Premier Pte Ltd official_url: https://www.scopus.com/inward/record.uri?eid=2-s2.0-85028599781&partnerID=40&md5=ed1db97446290dee39678e46e32b5c0d full_text_status: none publication: Proceedings of the 10th International Conference on Inspection, Appraisal, Repairs and Maintenance of Structures pagerange: 345-351 refereed: TRUE isbn: 9810555628; 9789810555627 citation: Shafiq, N. and Nuruddin, M.F. (2017) Effectiveness of adhesive bonding in structural steel connections. In: UNSPECIFIED.