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不同温度速率下桥上CRTSⅡ型板式无砟轨道热力学性能研究
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作者 周锐 陈登高 +3 位作者 朱烜 刘伟斌 杜彦良 李世亚 《铁道学报》 EI CAS CSCD 北大核心 2024年第5期100-109,共10页
针对我国CRTSⅡ型板式无砟轨道的复杂温度荷载效应,重点研究不同温度速率变化对桥上CRTSⅡ型板式无砟轨道结构热力学性能的影响。通过大型环境模拟试验箱,开展简支箱梁上5块CRTSⅡ型板式无砟轨道的1∶4几何缩尺模型的温度试验,对比分析... 针对我国CRTSⅡ型板式无砟轨道的复杂温度荷载效应,重点研究不同温度速率变化对桥上CRTSⅡ型板式无砟轨道结构热力学性能的影响。通过大型环境模拟试验箱,开展简支箱梁上5块CRTSⅡ型板式无砟轨道的1∶4几何缩尺模型的温度试验,对比分析3种环境温度变化速率下无砟轨道内的温度和应力分布特征;建立两端自由和两端约束条件下缩尺模型的热传导数值模型,验证了该数值模型的有效性,分析了两种约束条件下无砟轨道-箱梁结构的三维温度场、应力场和位移的变化规律。结果表明,随着温度变化速率下降,无砟轨道-箱梁结构的竖向位移和温度变化幅值在增大,但竖向多层的温度和位移数值在下降;结构的应力、轨道板轴力也不断增大,特别是温度变化速率从0.67℃/min下降到0.44℃/min时。此外,两端自由的纵向应力和竖向位移均比两端约束的小,但其温度要大于两端约束的,约束边界条件会加速轨道内热传递过程。 展开更多
关键词 桥上CRTSⅡ型板式无砟轨道 温度模拟试验 温度变化速率 热力学性能 热传导模型 不同约束条件
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‘Initial’ Soil Moisture Effects on the Climate in China——A Regional Climate Model Study
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作者 SHI Xueli 《Journal of Ocean University of China》 SCIE CAS 2009年第2期111-120,共10页
In this study,the effects of ‘initial’ soil moisture(SM) in arid and semi-arid Northwestern China on subsequent climate were investigated with a regional climate model. Besides the control simulations(denoted as CTL... In this study,the effects of ‘initial’ soil moisture(SM) in arid and semi-arid Northwestern China on subsequent climate were investigated with a regional climate model. Besides the control simulations(denoted as CTL),a series of sensitivity experiments were conducted,including the DRY and WET experiments,in which the simulated ‘initial’ SM over the region 30 –50°N,75 –105°E was only 5% and 50%,and up to 150% and 200% of the simulated value in the CTL,respectively. The results show that SM change can modify the subsequent climate in not only the SM-change region proper but also the far downstream regions in Eastern and even Northeastern China. The SM-change effects are generally more prominent in the WET than in the DRY experiments. After the SM is initially increased,the SM in the SM-change region is always higher than that in the CTL,the latent(sensible) heat flux there increases(decreases),and the surface air temperature decreases. Spatially,the most prominent changes in the WET experiments are surface air temperature decrease,geopotential height decrease and corresponding abnormal changes of cyclonic wind vectors at the mid-upper troposphere levels. Generally opposite effects exist in the DRY experiments but with much weaker intensity. In addition,the differences between the results obtained from the two sets of sensitivity experiments and those of the CTL are not always consistent with the variation of the initial SM. Being different from the variation of temperature,the rainfall modifications caused by initial SM change are not so distinct and in fact they show some common features in the WET and DRY experiments. This might imply that SM is only one of the factors that impact the subsequent climate,and its effect is involved in complex processes within the atmosphere,which needs further investigation. 展开更多
关键词 soil moisture regional climate numerical model experiments
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基于离散元方法的沥青路面温度应力计算方法及裂缝发育规律 被引量:5
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作者 汤钧尧 马涛 +1 位作者 郑彬双 黄晓明 《长安大学学报(自然科学版)》 CAS CSCD 北大核心 2022年第5期12-20,共9页
为合理表征沥青混合料的细观特性,并深入研究沥青混合料低温开裂过程中温度应力积累和裂缝扩展的细观机理,基于离散元程序PFC2D建立沥青混合料约束试件温度应力(TSRST)模拟试验方法。根据逆向体视学原理和概率论方法,引入沥青混合料三... 为合理表征沥青混合料的细观特性,并深入研究沥青混合料低温开裂过程中温度应力积累和裂缝扩展的细观机理,基于离散元程序PFC2D建立沥青混合料约束试件温度应力(TSRST)模拟试验方法。根据逆向体视学原理和概率论方法,引入沥青混合料三维体积级配与二维数量级配的转化关系,建立二维离散元虚拟试件;结合沥青混合料各组分之间的接触行为特点,赋予不同的接触本构模型,借助室内试验测定集料和沥青砂浆的宏观参数,推导得到不同温度下各相材料间的细观接触参数;通过TSRST模拟试验,分析试件内部温度场变化规律、温度应力曲线、细观接触力的分布特征以及低温开裂的细观机理。研究结果表明:TSRST离散元模拟和室内试验的结果具有较高的吻合度,断裂温度相对误差为3.7%,断裂强度相对误差为4.8%,TSRST模拟试验具有较高的准确性,能够作为试件低温抗裂性评价的可靠方法;试件的破坏可以分为3个阶段:(1)起裂阶段,在转化点温度前,试件内部个别接触点接触失效,对结构整体受力状况影响较小;(2)稳定扩展阶段,温度达到断裂温度前,随着温度的降低,接触力增加,裂缝沿试件薄弱部位发展,微裂缝数量缓慢稳定增长;(3)不稳定扩展阶段,温度达到断裂温度后,短时间内温度应力下降了66%,裂缝总量增加了132条,微裂缝已汇聚成可见的宏观裂缝,并沿着构造相对薄弱的位置快速扩展,导致试件失去整体承载力。 展开更多
关键词 道路工程 温度应力计算 离散元方法 温度应力模拟试验 低温开裂
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CO_2 permeability of fractured coal subject to confining pressures and elevated temperature: Experiments and modeling 被引量:8
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作者 JU Yang WANG JianGuo +3 位作者 WANG HuiJie ZHENG JiangTao RANJITH Pathegama G GAO Feng 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2016年第12期1931-1942,共12页
The CO_2 permeability of fractured coal is of great significance to both coalbed gas extraction and CO_2 storage in coal seams, but the effects of high confining pressure, high injection pressure and elevated temperat... The CO_2 permeability of fractured coal is of great significance to both coalbed gas extraction and CO_2 storage in coal seams, but the effects of high confining pressure, high injection pressure and elevated temperature on the CO_2 permeability of fractured coal with different fracture extents have not been investigated thoroughly. In this paper, the CO_2 permeability of fractured coals sampled from a Pingdingshan coal mine in China and artificially fractured to a certain extent is investigated through undrained triaxial tests. The CO_2 permeability is measured under the confining pressure with a range of 10–25 MPa, injection pressure with a range of 6–12 MPa and elevated temperature with a range of 25–70°C. A mechanistic model is then proposed to characterize the CO_2 permeability of the fractured coals. The effects of thermal expansion, temperature-induced reduction of adsorption capacity, and thermal micro-cracking on the CO_2 permeability are explored. The test results show that the CO_2 permeability of naturally fractured coal saliently increases with increasing injection pressure. The increase of confining pressure reduces the permeability of both naturally fractured coal and secondarily fractured coal. It is also observed that initial fracturing by external loads can enhance the permeability, but further fracturing reduces the permeability. The CO_2 permeability decreases with the elevation of temperature if the temperature is lower than 44°C, but the permeability increases with temperature once the temperature is beyond 44°C. The mechanistic model well describes these compaction mechanisms induced by confining pressure, injection pressure and the complex effects induced by elevated temperature. 展开更多
关键词 CO2 permeability fractured coal confining pressure elevated temperature thermal effects mechanistic models
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