Quasi-brittleness of glued laminated timber beams subjected to bending
Research output: Contribution to book/Conference proceedings/Anthology/Report › Conference contribution › Contributed › peer-review
Contributors
Abstract
The bending strength of glued laminated timber is size dependent. It is well known that one reason is the scatter of the material properties due to the natural growth characteristics of timber which leads to a size effect according to the Weibull weakest link theory. In this paper, it is demonstrated that glued laminated timber also exhibits the size effect associated with a quasi-brittle material behavior. Experimental tests on glued laminated timber beams in different sizes are compared with finite element simulations. The specific distribution of weak links in each beam was included in the simulations. In this way, the Weibull type size effect is automatically taken into account. The simulations which consider quasi-brittleness through the constitutive law were able to predict well the outcome of the experiments over the full range of beam sizes.
Details
Original language | English |
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Title of host publication | Insights and Innovations in Structural Engineering, Mechanics and Computation - Proceedings of the 6th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2016 |
Editors | Alphose Zingoni |
Publisher | CRC Press/Balkema |
Pages | 1714-1719 |
Number of pages | 6 |
ISBN (print) | 9781138029279 |
Publication status | Published - 2016 |
Peer-reviewed | Yes |
Externally published | Yes |
Publication series
Series | International Conference on Structural Engineering, Mechanics and Computation (SEMC) |
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Conference
Title | 6th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2016 |
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Duration | 5 - 7 September 2016 |
City | Cape Town |
Country | South Africa |
External IDs
ORCID | /0000-0003-0767-684X/work/168208030 |
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