Stochastic model for predicting the bending strength of glued-laminated timber based on the knot area ratio and localized MOE in lamina

Author:

Pang Sung-Jun,Oh Jung-Kwon,Hong Jung-Pyo,Lee Sang-Joon,Lee Jun-Jae

Publisher

Springer Science and Business Media LLC

Subject

Biomaterials

Reference27 articles.

1. Foschi RO, Barrett JD (1980) Glued-laminated beam strength: a model. J Struct Div 106(8):1735–1754

2. Hernandez R, Bender DA, Richburg BA, Kline KS (1992) Probabilistic modeling of glued-laminated timber beams. Wood Fiber Sci 23(3):294–306

3. Lee JJ, Park JS, Kim KM, Oh JK (2005) Prediction of bending properties for structural GLT using optimized distributions of knot characteristics and laminar MOE. J Wood Sci 51(6):640–647

4. Fink G, Frangi A, Kohler J (2014) Modelling the bending strength of glued-laminated timber—using machine-grading indicators. In: Proceeding of international network on timber engineering research, meeting 47, pp 371–374

5. Kandler G, Fussl J, Serrano E, Eberhardsteiner J (2015) Effective stiffness prediction of GLT beams based on stiffness distributions of individual lamellas. Wood Sci Technol 49(6):1001–1121

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