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Durability in a Salt Solution of Pultruded Composite Materials Used in Structural Sections for Bridge Deck Applications

机译:桥面应用结构型材用拉挤复合材料在盐溶液中的耐久性

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This study addresses the durability of glass fiber-reinforced polymer (GFRP) pultruded structural sections used in bridge-deck applications, namely, a flat plate with T-shaped ribs (R-GFRP) and a corrugated plate (C-GFRP). Standard coupons were aged for up to 224 days at 23, 40, and 55 degrees C in separate baths of 3% salt solutions simulating deicing conditions. The tensile-strength retentions and Young's moduli were measured periodically. Data were assessed using ANOVA. Microstructure assessments using differential scanning calorimetry, Fourier transform infrared spectroscopy, and scanning electron microscopy were carried out to provide additional assessment of degradation. It was shown that after 224 days, the tensile strength retentions of the R-GFRP and C-GFRP were similar, and that they decreased from 77 to 63% as the temperature increased from 23 to 55 degrees C. The observed reductions were confirmed by micrographs showing some surface cracks and separations between the fibers and the matrix, but results also showed that the polymer matrix was not fully degraded by the hydrolysis because no significant changes occurred in the glass transition temperature after exposure. When data were fitted in the Arrhenius service-life model, it showed that after 100 years, R-GFRP will suffer more deterioration than C-GFRP because the strength retentions at a location with annual mean temperatures of 10 degrees C were 42 and 61%, respectively. (c) 2015 American Society of Civil Engineers.
机译:这项研究解决了桥面应用中使用的玻璃纤维增​​强聚合物(GFRP)拉挤结构型材的耐久性,即具有T形肋的平板(R-GFRP)和波纹板(C-GFRP)的耐久性。在模拟除冰条件的3%盐溶液的单独浴中,标准试样在23、40和55摄氏度下老化长达224天。定期测量拉伸强度保持率和杨氏模量。使用ANOVA评估数据。进行了使用差示扫描量热法,傅立叶变换红外光谱法和扫描电子显微镜的微观结构评估,以提供降解的额外评估。结果表明,在224天后,R-GFRP和C-GFRP的拉伸强度保持率是相似的,并且随着温度从23摄氏度升高到55摄氏度,它们从77%降低到63%。显微照片显示了一些表面裂纹和纤维与基体之间的分离,但结果还表明,由于曝光后玻璃化转变温度没有发生显着变化,聚合物基体并没有完全被水解降解。当将数据拟合到Arrhenius使用寿命模型中时,表明在100年后,R-GFRP的破坏程度要比C-GFRP更大,这是因为在年平均温度为10摄氏度的位置,强度保持率分别为42%和61% , 分别。 (c)2015年美国土木工程师学会。

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