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无损状态下钢桥面沥青铺装材料变形恢复特性 被引量:4
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作者 王民 樊向阳 +3 位作者 王滔 罗蓉 胡德勇 石晨光 《材料导报》 EI CAS CSCD 北大核心 2021年第S01期269-273,共5页
钢桥面铺装用高性能材料的组成及性能差异较大,目前对钢桥面铺装材料性能的研究主要集中在加载阶段的强度规律及损伤行为,而对卸载阶段材料的变形恢复特性研究甚少。为评价钢桥面铺装材料在卸载阶段的变形恢复能力,针对蠕变逐级加载试... 钢桥面铺装用高性能材料的组成及性能差异较大,目前对钢桥面铺装材料性能的研究主要集中在加载阶段的强度规律及损伤行为,而对卸载阶段材料的变形恢复特性研究甚少。为评价钢桥面铺装材料在卸载阶段的变形恢复能力,针对蠕变逐级加载试验方法存在的不足,提出了重复蠕变逐级加载恢复试验,对浇注式沥青混合料、环氧沥青混合料、沥青玛蹄脂碎石混合料三种典型钢桥面铺装材料,在卸载阶段不同时刻的内应力及对应时刻的残余应变进行测试。根据恢复模量的定义,计算三个不同蠕变应力水平下的恢复模量,依次来评价三种材料驱动变形恢复的能力。同时,基于粘弹性基本理论,确定蠕变柔量的拟合参数,并计算不同间隔时间下三种材料的应变恢复率,评价其变形恢复的速度。试验结果表明:无损状态下材料的恢复模量不同于内应力,不随蠕变荷载大小的变化而变化,环氧沥青混合料的恢复模量最大,约为沥青玛蹄脂碎石混合料、浇注式沥青混合料的7倍和4倍,环氧沥青混合料材料自身驱动变形恢复的能力优于浇注式沥青混合料和沥青玛蹄脂碎石混合料;但在相同时间间隔时间下,浇注式沥青混合料的应变恢复率最快,在3.6 s内,应变恢复率即可达到82%。 展开更多
关键词 钢桥面铺装材料 浇注式沥青混合料 变形恢复 内应力 恢复模量 应变恢复
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基于MSCR试验的SBS改性沥青高温性能评价 被引量:7
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作者 余沛涵 聂忆华 +2 位作者 孙世恒 高闻靖 周晨阳 《公路工程》 2022年第1期130-134,共5页
对不同老化程度的SBS70^(#)改性沥青进行多重应力蠕变恢复试验(MSCR),结果表明:随着温度的增加,老化前后SBS70^(#)改性沥青的J_(nr)呈现出增大的趋势,而R则呈现出减小的趋势;J_(nr)对应力的敏感性较高,而R对应力的敏感性较低;当试验温度... 对不同老化程度的SBS70^(#)改性沥青进行多重应力蠕变恢复试验(MSCR),结果表明:随着温度的增加,老化前后SBS70^(#)改性沥青的J_(nr)呈现出增大的趋势,而R则呈现出减小的趋势;J_(nr)对应力的敏感性较高,而R对应力的敏感性较低;当试验温度为58℃和64℃时,老化前后SBS70^(#)改性沥青的J_(nr)0.1和J_(nr)3.2值随着老化时间的增长呈现出先增大后减小的趋势,在老化时间为40 min时,J_(nr)0.1和J_(nr)3.2值最大;当试验温度为70℃时,老化前后SBS70^(#)改性沥青的J_(nr)0.1和J_(nr)3.2值也随着老化时间的增长呈现出先增大后减小的趋势,在老化时间为85 min时,J_(nr)0.1和J_(nr)3.2值最大。 展开更多
关键词 SBS改性沥青 多重应力蠕变恢复 不可恢复蠕变模量 变形回复率
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Application of PFMEA for Identification of Self-Recovering Failures in Production Lines for Automatic Assembly of Capacitors
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作者 Todor Neshkov Aleksandar Stefanov Vladislav Ivanov 《Journal of Mechanics Engineering and Automation》 2013年第3期173-178,共6页
Quality control is an important part of the capacitors automatic assembly process. Traditionally this control is being realized through a series of electrical measurements including capacity, tension, and tgct. In mos... Quality control is an important part of the capacitors automatic assembly process. Traditionally this control is being realized through a series of electrical measurements including capacity, tension, and tgct. In most cases, these measurements are not suitable for detecting defects that appear as a result of failures of certain elements of the assembly lines. These so called self-recovering failures very often remain unnoticed, because they do not cause a suspension of the assembly process and if not taken into consideration, they can seriously menace the final product quality. In this paper, the authors use PFMEA to identify and evaluate the risk of the self-recovering failures. They also propose a simple Simulink model, which could be useful when trying to estimate the effect of installing new control devices at an existing assembly line upon its overall reliability and productivity. 展开更多
关键词 FAILURE EFFECT assembly line SIMULATION
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Experimental and Modeling Study of Forest Fire Effect on Soil Thermal Conductivity 被引量:5
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作者 Kathleen M.SMITS Elizabeth KIRBY +1 位作者 William J.MASSMAN Larry Scott BAGGETT 《Pedosphere》 SCIE CAS CSCD 2016年第4期462-473,共12页
An understanding of soil thermal conductivity after a wildfire or controlled burn is important to land management and post-fire recovery efforts. Although soil thermal conductivity has been well studied for non-fire h... An understanding of soil thermal conductivity after a wildfire or controlled burn is important to land management and post-fire recovery efforts. Although soil thermal conductivity has been well studied for non-fire heated soils, comprehensive data that evaluate the long-term effect of extreme heating from a fire on the soil thermal conductivity are limited. The purpose of this study was to evaluate the long-term impact of fire on the effective thermal conductivity of soils by directly comparing fire-heated and no-fire control soils through a series of laboratory studies. The thermal conductivity was measured for ten soil samples from two sites within the Manitou Experimental Forest, Colorado, USA, for a range of water contents from saturation to the residual degree of saturation. The thermal conductivity measured was compared with independent estimates made using three empirical models from literature, including the Campbell et al. (1994), CSt~ and Konrad (2005), and Massman et al. (2008) models. Results demonstrate that for the test soils studied, the thermal conductivity of the fire-heated soils was slightly lower than that of the control soils for all observed water contents. Modeling results show that the Campbell et al. (1994) model gave the best agreement over the full range of water contents when proper fitting parameters were employed. Further studies are needed to evaluate the significance of including the influence of fire burn on the thermal properties of soils in modeling studies. 展开更多
关键词 controlled burn degree of saturation empirical model water content WILDFIRE
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