Load carrying capacity of cracked beams

Franke, Steffen; Franke, Bettina; Magniere, Noëlie (August 2016). Load carrying capacity of cracked beams In: WCTE 2016. Wien, Österreich. 22.-25.08.2016.

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The increasing number of wood structure amongst large and potentially public buildings gave a new impulse to the assessment of timber structures. For assessing the state of timber elements, cracks are a key indicator. Therefore, experimental and numerical investigations on not cracked and partly cracked timber members were carried out and analysed. The results show no influence on the stiffness and modulus of elasticity for partly cracked beams. The experimental results were used for the development of analytical and validation the numerical solutions for the assessment of the residual load carrying capacity of cracked timber members. Several models predicting the residual load carrying capacity depending on the crack situation are presented.

Item Type:	Conference or Workshop Item (Paper)
Division/Institute:	School of Architecture, Wood and Civil Engineering School of Architecture, Wood and Civil Engineering > Institute for Timber Construction, Structures and Architecture School of Architecture, Wood and Civil Engineering > Institute for Timber Construction IHB
Name:	Franke, Steffen0000-0003-2430-8491; Franke, Bettina0000-0002-8087-9347 and Magniere, Noëlie
Subjects:	T Technology > TH Building construction
ISBN:	978-3-903024-35-9
Language:	English
Submitter:	Steffen Franke
Date Deposited:	26 Feb 2020 12:26
Last Modified:	19 Oct 2021 21:45
Related URLs:	Publication
Uncontrolled Keywords:	Timber structures Assessment Numerical investigations Cracks Stiffness Load carrying capacity
ARBOR DOI:	10.24451/arbor.7302
URI:	https://arbor.bfh.ch/id/eprint/7302