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/Title (Coupled Hygro-Mechanical Finite Element Method on Determination of the Interlaminar Shear Modulus of Glass Fiber-Reinforced Polymer Laminates in Bridge Decks under Hygrothermal Aging Effects)
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Xu Jiang, Chengwei Luo, Xuhong Qiang, Qilin Zhang, Henk Kolstein and Frans Bijlaard
To investigate the mechanical degradation of the shear properties of glass fiber-reinforced polymer (GFRP) laminates in bridge decks under hygrothermal aging effects, short-beam shear tests were performed following the ASTM test standard (ASTM D790-10A). Based on the coupled hygro-mechanical finite element (FE) analysis method, an inverse parameter identification approach based on short-beam shear tests was developed and then employed to determine the environment-dependent interlaminar shear modulus of GFRP laminates. Subsequently, the shear strength and modulus of dry (0% Mt/M), moisture unsaturated (30% Mt/M and 50% Mt/M), and moisture saturated (100% Mt/M) specimens at test temperatures of both 20 C and 40 C were compared. One cycle of the moisture absorption–desorption process was also investigated to address how the moisture-induced residual damage degrades the shear properties of GFRP laminates. The results revealed that the shear strength and modulus of moisture-saturated GFRP laminates decreased significantly, and the elevated testing temperature (40 C) aggravated moisture-induced mechanical degradation. Moreover, an unrecoverable loss of shear properties for the GFRP laminates enduring one cycle of the moisture absorption–desorption process was evident.
Coupled Hygro-Mechanical Finite Element Method on Determination of the Interlaminar Shear Modulus of Glass Fiber-Reinforced Polymer Laminates in Bridge Decks under Hygrothermal Aging Effects
2018-08-01T09:29:05+08:00
LaTeX with hyperref package
2018-08-17T12:18:55+02:00
2018-08-17T12:18:55+02:00
fiber-reinforced polymer composite; interlaminar shear modulus; hygrothermal aging effect; mechanical degradation; short-beam test; finite element method
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