For a comprehensive experimental evaluation of the material quality, forecast of the properties and parameter change of the bituminous material was made at the time under the impact of external factors, they are subje...For a comprehensive experimental evaluation of the material quality, forecast of the properties and parameter change of the bituminous material was made at the time under the impact of external factors, they are subjected to the necessary tests. In the article the automated set “Tomsk-Asphalt-Test” for determining the elastic modulus of the specimens made of bituminous materials was used in road pavements, maximally close to natural conditions of operation of highways of the Siberian region inRussiaare described. The automated set contains: electromechanical, climate, electronic, PC and software subsystem. The operation principle is a short-time deformation of the asphalt specimens;measurement of physical values: the stress, strain, variation of the size line and temperature of the asphalt pavement material test specimen, converting the measured values into electrical signals, their program processing and visualization. The control of testing and viewing results of measurements is carried out in accordance with the menu software subsystem. The results of calculations: the maximum values of vertical load the difference between the maximum horizontal deformation value and the value measured last after specimen of asphalt material loading for each test cycle, the sum of the differences of the horizontal deformation values of the two sensors and modulus of elasticity.展开更多
为研究3种不同再生粗骨料取代率的足尺型钢再生混凝土柱试件在高轴压比及较低轴压比下的抗震性能差异,本文通过40 000 k N多功能试验机对4个柱试件进行了低周反复荷载试验.观察分析各试件的受力性能及破坏特征,得到不同设计变量对试件...为研究3种不同再生粗骨料取代率的足尺型钢再生混凝土柱试件在高轴压比及较低轴压比下的抗震性能差异,本文通过40 000 k N多功能试验机对4个柱试件进行了低周反复荷载试验.观察分析各试件的受力性能及破坏特征,得到不同设计变量对试件的水平承载力、滞回性能、骨架曲线、耗能、变形及刚度等的影响规律.结果表明:4个柱试件的最终破坏形态均为弯剪破坏;各试件滞回曲线较饱满,试件耗能性能较好;再生粗骨料取代率增大,会使试件的变形能力有所降低,但对试件水平承载力及刚度退化影响不大;轴压比增大,试件的水平承载力、刚度及耗能性能提高,但承载力下降加快,刚度退化加剧,延性降低.总体来看,型钢再生混凝土柱在高轴压比下仍然能保持较好的抗震性能,可为后续的理论研究及实际工程应用提供依据.展开更多
对于大厚度焊接试件的超声衍射时差法检测(time of flight diffraction,TOFD),常规超声激励难以同时满足信噪比、检测距离以及检测分辨率的要求.文中将线性调频脉冲压缩技术应用在超声TOFD检测中,线性调频(linear frequency modulated,L...对于大厚度焊接试件的超声衍射时差法检测(time of flight diffraction,TOFD),常规超声激励难以同时满足信噪比、检测距离以及检测分辨率的要求.文中将线性调频脉冲压缩技术应用在超声TOFD检测中,线性调频(linear frequency modulated,LFM)激励可综合改善检测信噪比(signal to noise ratio,SNR)与分辨率.首先对试验用10 MHz超声换能器进行了LFM信号参数测试,选择了合适的时宽和带宽.对埋藏3 mm高的横槽缺陷的钢板分别进行了超声LFM激励的TOFD检测及常规超声TOFD检测,对比发现超声LFM激励的TOFD检测精度高达0.01μs,可准确区分缺陷上下端衍射波.在较低的激励电压和系统增益下,实现了较高的检测信噪比及分辨率.展开更多
文摘For a comprehensive experimental evaluation of the material quality, forecast of the properties and parameter change of the bituminous material was made at the time under the impact of external factors, they are subjected to the necessary tests. In the article the automated set “Tomsk-Asphalt-Test” for determining the elastic modulus of the specimens made of bituminous materials was used in road pavements, maximally close to natural conditions of operation of highways of the Siberian region inRussiaare described. The automated set contains: electromechanical, climate, electronic, PC and software subsystem. The operation principle is a short-time deformation of the asphalt specimens;measurement of physical values: the stress, strain, variation of the size line and temperature of the asphalt pavement material test specimen, converting the measured values into electrical signals, their program processing and visualization. The control of testing and viewing results of measurements is carried out in accordance with the menu software subsystem. The results of calculations: the maximum values of vertical load the difference between the maximum horizontal deformation value and the value measured last after specimen of asphalt material loading for each test cycle, the sum of the differences of the horizontal deformation values of the two sensors and modulus of elasticity.
文摘为研究3种不同再生粗骨料取代率的足尺型钢再生混凝土柱试件在高轴压比及较低轴压比下的抗震性能差异,本文通过40 000 k N多功能试验机对4个柱试件进行了低周反复荷载试验.观察分析各试件的受力性能及破坏特征,得到不同设计变量对试件的水平承载力、滞回性能、骨架曲线、耗能、变形及刚度等的影响规律.结果表明:4个柱试件的最终破坏形态均为弯剪破坏;各试件滞回曲线较饱满,试件耗能性能较好;再生粗骨料取代率增大,会使试件的变形能力有所降低,但对试件水平承载力及刚度退化影响不大;轴压比增大,试件的水平承载力、刚度及耗能性能提高,但承载力下降加快,刚度退化加剧,延性降低.总体来看,型钢再生混凝土柱在高轴压比下仍然能保持较好的抗震性能,可为后续的理论研究及实际工程应用提供依据.
文摘对于大厚度焊接试件的超声衍射时差法检测(time of flight diffraction,TOFD),常规超声激励难以同时满足信噪比、检测距离以及检测分辨率的要求.文中将线性调频脉冲压缩技术应用在超声TOFD检测中,线性调频(linear frequency modulated,LFM)激励可综合改善检测信噪比(signal to noise ratio,SNR)与分辨率.首先对试验用10 MHz超声换能器进行了LFM信号参数测试,选择了合适的时宽和带宽.对埋藏3 mm高的横槽缺陷的钢板分别进行了超声LFM激励的TOFD检测及常规超声TOFD检测,对比发现超声LFM激励的TOFD检测精度高达0.01μs,可准确区分缺陷上下端衍射波.在较低的激励电压和系统增益下,实现了较高的检测信噪比及分辨率.
