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Mechanical Properties of Strengthening 5083-H111 Aluminum Alloy Plates at Elevated Temperatures

机译:强化5083-H111铝合金板在升高温度下的力学性能

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The use of aluminum alloys for external strengthening of reinforced concrete (RC) beams has been capturing research interest. Exposure to harsh environmental conditions can severely impact the strengthening efficiency. This works aims to investigate the degradation in the mechanical properties of aluminum alloy AA 5083 plates when exposed to temperatures ranging from 25 to 300 °C. Quasi-static Isothermal tensile experiments were conducted at different temperatures. It was observed from the experimental results that the yield strength remained constant in the temperature range of 25–150 °C before starting to drop beyond 150 °C, with a total reduction of ≈ 40% at 300 °C. The elastic modulus was temperature sensitive with about 25% reduction at 200 °C before experiencing a significant and pronounced reduction at 300 °C. The percentage drops in stiffness and yield strength at 300 °C were 62.8% and 38%, respectively. In addition, the Mechanical Threshold Strength Model (MTS) parameters were established to capture the yield strength temperature dependence. Two analytical models were developed based on the experimental results. Both models can reasonably predict the elastic modulus and yield strength of AA 5083 plates as a function of temperature. It was concluded that AA plates should be properly insulated when used as externally bonded reinforcement to strengthen RC beams.
机译:铝合金用于钢筋混凝土(RC)梁外部强化一直捕获研究兴趣。暴露于苛刻的环境条件可能会严重影响加强效率。这项工作旨在在暴露于25至300℃的温度时探讨铝合金AA 5083板的机械性能的降解。在不同温度下进行准静态等温拉伸实验。从实验结果观察到,在开始超过150℃之前,屈服强度在25-150℃的温度范围内保持恒定,在300℃下总减少≈40%。弹性模量温度敏感,在300℃下经历显着并明显减少,在200℃下减少约25%。在300℃下刚度和屈服强度的百分比分别为62.8%和38%。此外,建立了机械阈值强度模型(MTS)参数以捕获屈服强度温度依赖性。基于实验结果开发了两种分析模型。两种型号可以合理地预测AA 5083板的弹性模量和屈服强度作为温度的函数。结论是,当用作外部粘合的增强以加强RC光束时,AA板应适当绝缘。

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