Constitutive and numerical modelling for timber-metal connections under large deformations
Author:
Funder
Engineering and Physical Sciences Research Council
Science and Technology Facilities Council
Cambridge Commonwealth European and International Trust
Publisher
Elsevier BV
Reference61 articles.
1. A simple strategy for constitutive modelling of timber;Valipour;Constr Build Mater,2014
2. Structural robustness and timber buildings – a review;Huber;Wood Mater Sci Eng,2019
3. A non-linear 3D FEM model to simulate timber–concrete joints;Dias;Adv Eng Softw,2007
4. Elasto-plastic constitutive law for wood behaviour under compressive loadings;Oudjene;Constr Build Mater,2009
5. Load carrying capacity of metal dowel type connections of timber structures;Jozef GOCÁL;Civ Environ Eng,2014
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