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Ristic, D. (1988) Nonlinear Behavior and Stress-Strain Based Modeling of Reinforced Concrete Structure under Earthquake Induced Bending and Varying Axial Loads. School of Engineering, Kyoto University, Kyoto.

has been cited by the following article:

• TITLE: Mechanical Characterization and Measurement of the Damage of Pericopsis elata (Assamela)

  AUTHORS: Ulrich Gael Azeufack, Bienvenu Kenmeugne, Emmanuel Foadieng, Martial Fouotsa, Pierre Kisito Talla, M. Fogue

  KEYWORDS: Wood, Mechanical Properties, Modulus of Elasticity, Damage, Orthotropic, Cycles Loading, Unloading

  JOURNAL NAME: World Journal of Engineering and Technology, Vol.7 No.2, March 14, 2019

  ABSTRACT: The prediction of the mechanical properties of wood and the evolution of its damage has been essential for its application in many fields such as bridges and houses construction, racks of trucks and so on. In more valorization of biomaterials following the example material wood arouses for a few years aprivate interest on behalf of the populations. The experimental characterizationmakes it possible to consider the mechanical properties local of Pericopsis elata (Assamela) according to various parameters (the wood turpentine, the orientation of wood fibers, water the content, the type of test …). From theresults, we evaluate the mechanical characteristics of Pericopsis elata (Assamela)according to the three directions of Orthotropy. Then from the tests of load-discharge we measured the evolution of the damage using the variation of the Young modulus, which enabled us to note the reduction in the modulus of elasticity because of the damage following the three directions. Finally we noted a progressive and irreversible degradation of mechanical properties induced by the development of the microscopic cracks within material.