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关于基体曲率的热障涂层残余应力分析 总被引:1,自引:0,他引:1
采用空心和实心四相同心圆模型,导出了轴对称温度应力状态下的位移公式,分析了基体曲率对热障涂层残余应力的影响。结果表明:热障涂层结构中各层内既有环向应力,又有径向应力,应力大小与温降成线性关系;当陶瓷层在外层时,在氧化层/陶瓷层和粘结层/氧化层界面上产生垂直界面的拉应力,且实心模型的拉应力远大于空心模型的拉应力;当陶瓷层在里层时,空心模型中相应界面上的应力为压应力。 相似文献
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Rheological properties of the virgin bitumen and TPS modified bitumen binders with several percentages of TPS additives were studied.All TPS modified bituminous binders were prepared on a laboratory scale.Dynamic shear rheometer(DSR) strain sweep test was made to measure the linear viscoelasticity areas of various bitumen binders at -20-70 ℃,then temperature sweep test and frequency sweep test were made in the linear viscoelasticity areas.Complex modulus master curves were drawn to analyze and compare various bitumen binders’ rheological properties.Based on the test results,the ideal percentage of TPS additive was brought forward.The results show that TPS modified bitumen binders have more excellent properties at high,medium and low temperatures compared with original bitumen.The dosages of TPS additive are vital to their properties. 相似文献
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Shear resistance properties of the virgin bitumen and modified bitumen binders with Tafpack Super(TPS) modifier and SBS modified bitumen were discussed.Dynamic shear rheometer(DSR) was used to measure the laboratory creep data for these binders over a wide range of constant shear stresses at 20 ℃ to characterize the shear creep behaviors of all kinds of asphalt binders,and the rutting test system was used to investigate the permanent deformation of porous asphalt mixtures using the above bitumen binders for a fixed compressive stress.The shear strain rate and shear creep modulus were used to characterize the shear creep behavior of the TPS modified bitumen,and the rutting test results were used to show the consistency of porous asphalt mixtures with the bitumen binders.Results indicate that a distinction of shear creep strain can be made among different contents of TPS modified bitumen at the same stress level,where the shear creep strain-time response curve of the SBS modified bitumen binder is between the curves of the 8% TPS and 12% TPS modified bitumen binders.The shear strain rate and the shear creep modulus of the TPS modified bitumen binders are obtained to compare with those of the SBS modified bitumen binder which results in the same trend as the shear creep strain-time response curve.Permanent deformation results of all the porous asphalt mixtures from the rutting test show reasonable agreement with the findings of the shear strain rates and shear creep modulus over the range of shear stress levels. 相似文献
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沥青混凝土的低温开裂是沥青路面损害的三种主要方式(低温开裂、疲劳、车辙)之一。本文针对高寒地区沥青路面低温开裂现象,选取两种沥青和AC-13、SMA-13、PA-13等三种不同级配混合料进行四点弯曲疲劳、线收缩试验,研究了不同材料及级配对低温下沥青混合料的疲劳性能及收缩性能的影响。试验结果表明:级配及沥青种类对疲劳寿命影响较大且相对于常温时,低温下沥青混凝土的疲劳寿命较大,但对于加载应力的变化有较高的敏感性,表明低温时沥青混凝土疲劳性能的稳定性较差。不同类型沥青混凝土的线收缩系数有较大差别,其中AC-13级配及改性沥青混凝土表现出较好的收缩性,同时随着温度的降低,沥青混凝土线收缩系数变化趋势减缓。 相似文献
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;基质辅助激光解吸电离飞行时间质谱(MALDI-TOF MS)具有高效、准确、检测速度快等优点。作为近年来发展的新型食源性致病菌鉴定技术,MALDI-TOF MS为食品病原微生物靶标性监测和食品安全事件应急检验提供了一种高效的鉴别技术参考。本文检索了近年来国内外MALDI-TOF MS技术在食源性致病菌检测中的相关研究,综述基质辅助激光解吸电离飞行时间质谱检测原理及具体案例,在此基础上分别从参考菌株数据库建设、标准化程序规范等方面对MALDI-TOF MS在食源性致病菌检测领域的研究方向进行展望,以期为后续食品安全检测及快速监管提供技术支持。 相似文献
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已有研究发现,SHRP规范中的沥青疲劳因子G.sinδ不能通用于衡量沥青的疲劳性能,因而提出采用动态剪切流变仪(DSR)时间扫描实验来评价沥青的疲劳性能。但最近的研究表明,时间扫描实验中由于DSR转子与沥青粘结不牢造成的"假性疲劳"易与沥青的"真性疲劳"混淆,因而不能准确地评价沥青的的疲劳响应。该文引入一种新的方法成型样品,避免了DSR转子与沥青的界面破环造成的"假性疲劳"问题,来评价沥青真实的疲劳性能。重点考察了时间扫描实验中采用这种新的样品来评价改性沥青的疲劳性能的合理性。分析了影响沥青真实的疲劳性能的温度、频率、应力水平、老化等各种因素,建立了评价沥青疲劳寿命的模型。 相似文献
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基于中国经济发展现状和石油消耗状况.结合产业结构理论,分析中国经济国际竞争力的构筑和维持对于石油的依赖性的特征.通过构建向量自回归(VAR)模型,借助脉冲响应函数和方差分解技术,实证研究表明石油依赖性对中国经济国际竞争力稳定性的影响大于美国,且影响持续期较长.结构优化,包括产业结构、行业结构、产品结构的优化,是降低石油依赖性、提高石油经济效率最终提升中国经济国际竞争力的有效路径. 相似文献
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