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Full-Text Articles in Civil Engineering
Progressive Damage Simulation Of Triaxially Braided Composite Using A 3d Meso-Scale Finite Element Model, Chao Zhang, Ning Li, Wenzhi Wang, Wieslaw Binienda, Hongbing Fang
Progressive Damage Simulation Of Triaxially Braided Composite Using A 3d Meso-Scale Finite Element Model, Chao Zhang, Ning Li, Wenzhi Wang, Wieslaw Binienda, Hongbing Fang
Wieslaw K. Binienda
This article proposes a fully three-dimensional finite element model, developed at the meso-scale level, to predict the progressive damage behavior of a single-layer triaxially braided composite subjected to tensile loading conditions. An anisotropic damage model is established by Murakami–Ohno damage theory to predict damage initiation and progression in the fiber tows. A traction–separation law has been applied to predict theoretically the progressive damage of fiber tow interfaces. The proposed model correlates well with experiment on both global stress–strain responses and local strain distributions. According to the damage contours at different global strain levels, the damage development of fiber tows and …
Free-Edge Effect On The Effective Stiffness Of Single-Layer Triaxially Braided Composite, Chao Zhang, Wieslaw Binienda, Robert Goldberg
Free-Edge Effect On The Effective Stiffness Of Single-Layer Triaxially Braided Composite, Chao Zhang, Wieslaw Binienda, Robert Goldberg
Wieslaw K. Binienda
Free-edge effect is known to play an important role in the failure of triaxially braided composites, especially under transverse tension loading conditions. However, there is little understanding available regarding the free-edge effect on the elastic property of the material. The emphasis of the present study is to examine the impact of the free-edge effect on the effective elastic response of a single-layer triaxially braided composite. Transverse tension straight-sided coupon specimens with various widths are tested and analyzed. The experimental results demonstrate an obvious increase in the tangent modulus and failure strength as the specimen width increases. The surface out-of-plane displacement …