Testing and numerical simulation of FRP prestressed timber structures

Lehmann, Martin; Brunner, Maurice Yaw; Schober, Kay Uwe; Rautenstrauch, Karl (2008). Testing and numerical simulation of FRP prestressed timber structures In: Enhancing bondline performance : Final Conference COST E34 Bonding of Timber (pp. 60-67). Sopron, Hungary: Lövér-Print Nyomdaipari

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Debonding is a major stumbling block to the strengthening of timber beams with prestressed carbon fibres. In cooperation with different institutes and industrial partners, the authors have investigated several methods to prestress and attach carbon fibre reinforced polymer (CFRP) to timber beams, the aim being a prevention of the debonding of the strips. In order to gain further knowledge on the stress distribution in the carbon fibre lamella, strain measurements were undertaken during the four point bending tests. The gained data helped to improve the FEM model, which finally yielded a better understanding of the stress distribution in the anchorage zones of the lamella.

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;
Brunner, Maurice Yaw;
Schober, Kay Uwe and
Rautenstrauch, Karl

Subjects:

Q Science > Q Science (General)
T Technology > T Technology (General)
T Technology > TA Engineering (General). Civil engineering (General)

ISBN:

978 963 9364 97 4

Publisher:

Lövér-Print Nyomdaipari

Language:

English

Submitter:

Sally Haddad

Date Deposited:

04 May 2020 13:01

Last Modified:

04 May 2020 13:01

Uncontrolled Keywords:

carbon fibres debonding fem simulations on-site reinforcement prestress strain measurements timber structure

ARBOR DOI:

10.24451/arbor.11613

URI:

https://arbor.bfh.ch/id/eprint/11613

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