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Effect of Temperature and Loading Frequency on the Fatigue Life of a CFRP Bar in Concrete

机译:温度和加载频率对CFRP筋在混凝土中疲劳寿命的影响

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Fatigue behaviour of composite materials is influenced by many parameters including test conditions. The paper presents results of fatigue tests performed on a carbon-fibre reinforced plastic (CFRP) bar at different temperatures and loading frequencies. A specimen in which the FRP bar is completely encased in concrete was successfully used to carry out fatigue tests under axial tension-tension loading. Test results show that the bar's surface temperature increases rapidly during the initial stage of test to stabilise for most of the fatigue life, and rises again abruptly in the final stage. Fatigue life was observed to decrease dramatically when the environmental temperature was increased from room temperature to 40 °C. Also, the logarithm of fatigue life was found to decrease approximately in proportion with the increase in loading frequency when the loading frequency was varied between 0.5 Hz and 8 Hz.
机译:复合材料的疲劳行为受包括测试条件在内的许多参数影响。本文介绍了在碳纤维增强塑料(CFRP)杆上在不同温度和加载频率下进行的疲劳测试结果。将FRP筋完全包裹在混凝土中的标本已成功地用于在轴向拉伸-拉伸载荷下进行疲劳测试。测试结果表明,试棒的表面温度在测试的初始阶段迅速升高,以在大部分疲劳寿命中保持稳定,并在最终阶段再次突然升高。当环境温度从室温升高到40°C时,疲劳寿命会显着降低。另外,发现当负载频率在0.5Hz和8Hz之间变化时,疲劳寿命的对数与负载频率的增加近似成比例地减小。

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