Analysis of Flexural Behavior of Wood-Concrete Beams
This study presents an overview of the work carried out by the use of wood waste as coarse aggregate in mortar. The paper describes experimental and numerical investigations carried on pervious concrete made of wood chips and also sheds lights on the mechanical properties of this new product. The properties of pervious wood-concrete such as strength, elastic modulus, and failure modes are compared and evaluated. The characterization procedure of the mechanical properties of wood waste ash are presented and discussed. The numerical and tested load–deflection response results are compared. It was observed that the numerical results are in good agreement with the experimental results.
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1129177Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 825
 S. Hameury, T. Lundstrôm. Contribution of indoor exposed massive wood to a good indoor climate: In situ measurement campaign. Energy and Buildings, vol. 36, 2004, p.281-292.
 H.M. Kunzel, A. Holm, K.Sedlbauer, F. Antretter, M. Ellinger. Moisture buffering effect of interior linings made from wood or wood based products. Fraunhofer-Institute for Building Physics. IBP Report HTB-04/2004/e, 2004.
 D. Taoukil, A. El bouardi, F. Sick, A. Mimet, H. Ezbakhe, T. Ajzoul. Moisture content influence on the thermal conductivity and diffusivity of wood–concrete composite. Construction and Building Materials 48 (2013) 104–115.
 B. Dupre. Le végétal en construction bâtir durable avec des ressources de proximité. Techniques de l’Ingénieur Environnement et construction, ref. article : c8104, 2014.
 E.Y.A. Okino, M.R. Souza, M.A.E. Santana, M.V.S. Alves, M.E. Sousa, D.E. Teixeira. Cement-bonded wood particleboard with a mixture of eucalypt and rubberwood. Cement and Concrete Composites, 2004. 26(6): p. 729-734.
 ASTM D3043-00: Standard test methods for structural panel in flexure.
 ASTM D 1037-99: Standard test methods for evaluation properties of wood-base fiber and particle panel materials.
 T. Belytschko, T. Black. Elastic crack growth in finite element with minimal remeshing. International Journal for Numerical Methods in Enginerring, 1999,45:601-620.
 C. Zhang, P. Cao, Y. Cao, J. Li. Using Finite Element Software to Simulation Fracture Behavior of Three-point Bending Beam with Initial Crack. Journal of software, Vol. 8, N°. 5, May 2013.
 C. Peng. Plastic damage model of concrete and development of Abaqus UMAT. Master's degree thesis of Shenyang University of technology, 2009.