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基于多物理场耦合的双块式无砟轨道早期混凝土时变行为研究 被引量:4
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作者 李潇 刘伟 +2 位作者 任娟娟 杨荣山 刘学毅 《铁道学报》 EI CAS CSCD 北大核心 2023年第5期91-102,共12页
针对无砟轨道道床混凝土早期开裂问题,基于多物理场耦合理论,提出一种适用于浇筑早期的双块式无砟轨道水化-热-湿-力耦合计算模型,利用既有试验验证模型合理性,获取无砟轨道道床早期各物理场的时空分布规律,进行开裂风险预测。结果表明... 针对无砟轨道道床混凝土早期开裂问题,基于多物理场耦合理论,提出一种适用于浇筑早期的双块式无砟轨道水化-热-湿-力耦合计算模型,利用既有试验验证模型合理性,获取无砟轨道道床早期各物理场的时空分布规律,进行开裂风险预测。结果表明,与试验结果对比,本文模型对早期混凝土各物理场的模拟较为合理,尤其对表面干燥下的湿度场、复杂应力场的计算具有较强的适用性;道床水化速率先迅速增大后逐渐减,至第7 d基本停滞,最大水化速率出现在浇筑后约7 h,不同深度的水化度发展一致;受水化热影响,浇筑后24 h道床温度呈升高趋势,后受环境影响程度增大,随环境温度呈日周期变化;道床相对湿度及含水量呈垂向梯度分布,支承层对道床底部的干燥作用较为明显,水化耗水是导致道床内含水量降低的主要因素;道床早期应力及开裂风险呈周期性变化,最大开裂风险达到1.0,位于轨枕与道床的结合面处,并预测了道床早期开裂的3种主要形式。 展开更多
关键词 无砟轨道 早期混凝土 开裂风险 时变行为 多物理场耦合
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印度和东亚夏季风环流的时变行为研究 被引量:3
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作者 管兆勇 韩端阳 蔡姝燕 《南京气象学院学报》 CSCD 1997年第1期18-25,共8页
用ECMWF1980~1986年5~9月份资料和EOF方法对印度和东亚夏季风环流的时变行为进行了研究。指出:不同要素的前三个主分量对扰动总方差的解释能力有很大差异,且在东亚和印度季风区之间有明显不同;反映季节趋势的前... 用ECMWF1980~1986年5~9月份资料和EOF方法对印度和东亚夏季风环流的时变行为进行了研究。指出:不同要素的前三个主分量对扰动总方差的解释能力有很大差异,且在东亚和印度季风区之间有明显不同;反映季节趋势的前两个主分量相应的时间系数的符号反转在印度季风区与东亚季风区之间亦有差异;经向风扰动的季节趋势不如其他气象要素的清楚; 展开更多
关键词 季风 环流 时变行为 时空结构
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含气土地基热水气力耦合时变行为分析 被引量:4
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作者 黄家晟 王路君 +2 位作者 刘燕晶 王心博 朱斌 《岩土力学》 EI CAS CSCD 北大核心 2021年第9期2507-2517,共11页
含气土广泛存在于我国长三角、珠三角等滨海地区,气体通常在孔隙内以离散封闭气相的形式赋存。封闭气相对温度和压力变化敏感,导致土体压缩性、渗透性等改变。针对封闭气相热膨胀和土骨架蠕变特性对滨海含气软土固结过程的影响,基于精... 含气土广泛存在于我国长三角、珠三角等滨海地区,气体通常在孔隙内以离散封闭气相的形式赋存。封闭气相对温度和压力变化敏感,导致土体压缩性、渗透性等改变。针对封闭气相热膨胀和土骨架蠕变特性对滨海含气软土固结过程的影响,基于精细积分法(precise integration method,简称PIM)对含气地基热水气力耦合时变行为开展研究。在控制方程中引入考虑温度和压力影响的气相体积变化因子反映封闭气相热膨胀特性,采用分数阶Merchant流变模型描述骨架的蠕变过程,基于稳定性好和计算精度高的PIM并结合积分变换获得考虑蠕变效应的含气土多场多相耦合问题的解。对比所得解答与饱和土热水力耦合问题解析解和固结问题有限元结果,验证其有效性。针对不同饱和度、不同黏滞系数的含气地基,探讨了气相膨胀、骨架蠕变效应对地基时变行为的影响。研究发现含气地基的黏滞系数对热固结过程影响显著,地基蠕变效应对位移的影响大于孔压,当黏滞系数大于1×10^(12) MPa·s时孔压与弹性地基相近,而变形过程被大幅延缓;地基中封闭气相膨胀会显著提高孔压峰值和位移幅值,对埋地高温管线等产生不利影响;对于Gibson地基,采用平均剪切模量计算孔压往往导致不可忽略的偏差,预测表面位移时偏差一般小于5%。 展开更多
关键词 含气土 黏弹性 热水气力耦合 时变行为 精细积分法
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Creep aging behavior and performance of Al-Zn-Mg-Cu alloys under different parameters in retrogression aging treatment 被引量:7
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作者 PENG Nan-hui ZHAN Li-hua +4 位作者 MA Bo-lin WANG Qing XU Ling-zhi YUWen-fang SHEN Feng 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第3期986-998,共13页
A study was conducted to better understand how different parameters, namely, regression aging time and regression aging temperature, affect the creep aging properties, i.e., the creep deformation and performance of Al... A study was conducted to better understand how different parameters, namely, regression aging time and regression aging temperature, affect the creep aging properties, i.e., the creep deformation and performance of Al-Zn-MgCu alloy during regressive reaging. The corresponding creep strain and mechanical properties of samples were studied by conducting creep tests and uniaxial tensile tests. The electrical conductivity was measured using an eddy-current conductivity meter. The microstructures were observed by transmission electron microscopy(TEM). With the increase in regression aging time, the steady creep strain first increased and then decreased, and reached the maximum at 45 min.The steady creep strain increased with the increase in regression aging temperature, and reached the maximum at 200 ℃.The level of steady creep strain was determined by precipitation and dislocation recovery. Creep aging strengthens 7B50-RRA treated with regression aging time at 190 ℃ for 10 min, and the difference in the mechanical properties of alloy becomes smaller. The diffusion of solute atoms reduces the scattering of electrons, leading to a significant improvement in electrical conductivity and stress corrosion cracking(SCC) resistance after creep aging. The findings of this study could help in the application of creep aging forming(CAF) technology in Al-Zn-Mg-Cu alloy under RRA treatment. 展开更多
关键词 Al-Zn-Mg-Cu alloy retrogression parameters creep aging behavior performance MICROSTRUCTURE
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Time-dependent behavior comparison of long-span concrete arch bridge between prototype and model 被引量:1
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作者 WANG Yong-bao QIN Peng-ju +2 位作者 LIU Zhi-hua ZHANG Xiao MAO Min 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第5期1565-1577,共13页
Beipanjiang Bridge is a long-span concrete arch bridges with stiffened skeleton(CABSS)in China.It has a fixed end arch with the span of 445 m and the rise of 100 m.To evaluate the rationality of the construction seque... Beipanjiang Bridge is a long-span concrete arch bridges with stiffened skeleton(CABSS)in China.It has a fixed end arch with the span of 445 m and the rise of 100 m.To evaluate the rationality of the construction sequence and the time-dependent behavior of CABSS,an experimental study of a model bridge was explored.But the measured displacement and stress ratios of arch rib between prototype and model bridge did not subject to linear similarity relation when the time-dependent behavior was considered.So,the three-dimensional finite element models were established,and verified by the measured data.Then,the displacements and stresses of the prototype and model were compared with each other,when the elastic analysis or coupling of temperature and shrinkage,creep effect was considered.Furthermore,a parametric study was studied.The results showed that when the temperature,shrinkage and creep effect of concrete are considered,the finite element analysis results of prototype and model agree well with the measured results.The displacement and stress ratios of prototype and model bridge in construction and bridge completed stage do not present the geometric similarity ratio 7.5 and 1.0,respectively.They are also much influenced by concrete predicting model and variation of temperature. 展开更多
关键词 concrete arch bridge time-dependent behavior finite element model test stiffened skeleton
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Creep behavior and mechanical properties of Al-Li-S4 alloy at different aging temperatures 被引量:7
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作者 ZHOU Chang ZHAN Li-hua +8 位作者 SHEN Ru-lin ZHAO Xing YU Hai-liang HUANG Ming-hui LI He YANG You-liang HU Li-bin LIU De-bo HU Zheng-gen 《Journal of Central South University》 SCIE EI CAS CSCD 2020年第4期1168-1175,共8页
Creep age forming techniques have been widely used in aerospace industries. In this study, we investigated the effect of aging temperature(143 °C-163 °C) on the creep behavior of Al-Li-S4 aluminum alloy and ... Creep age forming techniques have been widely used in aerospace industries. In this study, we investigated the effect of aging temperature(143 °C-163 °C) on the creep behavior of Al-Li-S4 aluminum alloy and their mechanical properties at room temperature. The mechanical properties were tested by tensile testing, and the microstructural evolution at different aging temperatures was examined by transmission electron microscopy. Results show that the creep strains and the room-temperature mechanical properties after creep aging increase with the aging temperature. As the aging temperature increases, the creep strain increases from 0.018% at 143 °C to 0.058% at 153 °C, and then to 0.094% at 163 °C. Within 25 h aging, the number of creep steps increases and the duration time of the same steps is shortened with the growth of aging temperatures. Therefore, the increase in aging temperatures accelerates the progress of the entire creep. Two main strengthening precipitates θ′(Al2 Cu) and T1(Al2 Cu Li) phases were characterized. This work indicates that the creep strain and mechanical properties of Al-Li-S4 alloys can be improved by controlling aging temperatures. 展开更多
关键词 Al-Li-S4 alloy creep behavior mechanical properties aging temperature
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