Adhesively bonded joints composed of wooden load-bearing elements

Lehmann, Martin; Vallée, T.; Tannert, T.; Brunner, Maurice Yaw (2009). Adhesively bonded joints composed of wooden load-bearing elements In: 12th International Conference on Fracture 2009. Ottawa, Canada. 12-17 Jul 2009.

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Joining timber structural elements using mechanical fasteners goes against the anisotropic and fibrous nature of the material. Adhesive bonding is by far better adapted, since it permits a smoother load transfer. However, due to the not yet fully understood behavior of wood-adhesive joints, there is still no generally recognized design method to predict the strength of such joints. As a contribution to help close this research gap, the authors have carried out experimental and analytical investigations on adhesively bonded double lap joints composed of timber. The paper addresses the question of the influence of the overlap length and the adhesive thickness on the strength of adhesively bonded joints and the corresponding stress distribution under the bonded splice.

Item Type:

Conference or Workshop Item (Paper)

Division/Institute:

Architecture, Wood and Civil Engineering
Architecture, Wood and Civil Engineering > Institute for Materials and Wood Technology
BFH Centres > BFH Centre for Wood - Resource and Material

Name:

Lehmann, Martin;
Vallée, T.;
Tannert, T. and
Brunner, Maurice Yaw

Subjects:

T Technology > T Technology (General)
T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TH Building construction

ISBN:

9781617382277

Language:

English

Submitter:

Christelle Ganne-Chédeville

Date Deposited:

22 Apr 2020 12:20

Last Modified:

22 Apr 2020 12:20

Related URLs:

ARBOR DOI:

10.24451/arbor.11366

URI:

https://arbor.bfh.ch/id/eprint/11366

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