The stress distribution along the whole single lap-jointed cantilevered beam has been investigated using the 3-D linear elastic finite element method. Specifically, finite element solutions of the stress distributions in the bonded section have been obtained for four typical characteristics of adhesives. The FE analyses results indicated that there are stress gaps existing at the lower interface and the upper interface for the stress components S11, S22, S12 and S13: the bigger the shore hardness of the adhesive, the smaller the stress gaps. The FE analyses results also indicated that the stress field in the whole single lap-jointed cantilevered beam is dominated by the normal stresses components S11, S33 and the shear stress component S13. The stress component S11 is the biggest component in the order of magnitude but S33 is potentially the most dengerous component because it is associated with the peel stress which is the enemy of bonded joints. The numerical results show that the stress ratios are different for different stress components as well as different adhesives. However the stress ratios of the two ends of the bonded section are nearly same.
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ASME 7th Biennial Conference on Engineering Systems Design and Analysis
July 19–22, 2004
Manchester, England
ISBN:
0-7918-4173-1
PROCEEDINGS PAPER
Investigation of Critical Stresses of a Single Lap-Jointed Cantilevered Beam
Xiaocong He,
Xiaocong He
University of Manchester, Manchester, UK
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S. Olutunde Oyadiji
S. Olutunde Oyadiji
University of Manchester, Manchester, UK
Search for other works by this author on:
Xiaocong He
University of Manchester, Manchester, UK
S. Olutunde Oyadiji
University of Manchester, Manchester, UK
Paper No:
ESDA2004-58600, pp. 405-412; 8 pages
Published Online:
November 11, 2008
Citation
He, X, & Oyadiji, SO. "Investigation of Critical Stresses of a Single Lap-Jointed Cantilevered Beam." Proceedings of the ASME 7th Biennial Conference on Engineering Systems Design and Analysis. Volume 1. Manchester, England. July 19–22, 2004. pp. 405-412. ASME. https://doi.org/10.1115/ESDA2004-58600
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