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黏性流体与热弹性微极蜂窝结构介质界面上受倾斜荷载作用时的弹性动力分析 被引量:1
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作者 R·库玛 R·R·古泊塔 +1 位作者 黄绍红(译) 张禄坤(校) 《应用数学和力学》 CSCD 北大核心 2009年第3期333-344,共12页
研究倾斜荷载作用在黏性流体与热弹性微极蜂窝结构固体界面上时,荷载倾斜角的影响.假设倾斜荷载是法向荷载和切向荷载的线性组合.为求解该问题,对时间变量进行Laplace变换,对空间变量进行Fourier变换.通过引入势函数,获得了变换域中应... 研究倾斜荷载作用在黏性流体与热弹性微极蜂窝结构固体界面上时,荷载倾斜角的影响.假设倾斜荷载是法向荷载和切向荷载的线性组合.为求解该问题,对时间变量进行Laplace变换,对空间变量进行Fourier变换.通过引入势函数,获得了变换域中应力、温度分布和压力的表达式.利用数值逆变换技术,求得问题的物理解.同时,得到了频域中的表达式,以及变量适当变化时稳态情况下的表达式.用图形显示不同荷载源和荷载倾角变化时的响应.并且讨论了一些特殊情况. 展开更多
关键词 黏性流体 弹性极蜂窝结构材料 倾斜荷载 时谐 稳定态
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带空洞损伤的古典压力容器问题 被引量:1
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作者 扶名福 盛冬发 李相麟 《应用数学和力学》 CSCD 北大核心 1997年第10期899-904,共6页
本文根据微弹性结构线性理论研究了带空洞损伤的压力容器问题.解答是准静态的,其应力场为古典弹性力学关于球体对称压力容流问题应力解答,位移场和损伤场具有由于考虑损伤而表现出体积粘弹性特点.
关键词 空洞损伤 微弹性结构 压力容器 位移场 损伤场
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带空洞损伤的古典压力容器问题
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作者 盛冬发 孙建华 +1 位作者 扶名福 李相麟 《南昌大学学报(工科版)》 CAS 1997年第1期27-31,共5页
根据微弹性结构线性理论研究了带空洞损伤的压力容器问题,解答是准静态的,其应力场为古典弹性力学关于球体对称压力容器问题应力解答。
关键词 空洞损伤 微弹性结构 压力容器 位移场
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Effects of micrite microtextures on the elastic and petrophysical properties of carbonate reservoirs 被引量:2
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作者 Pan Jian-Guo Deng Ji-Xin +4 位作者 Li Chuang Wang Hong-Bin Zhang Hu-Quan Zhao Jian-Guo Tang Gen-Yang 《Applied Geophysics》 SCIE CSCD 2019年第4期399-413,559,共16页
Apparent differences in sedimentation and diagenesis exist between carbonate reservoirs in different areas and affect their petrophysical and elastic properties.To elucidate the relevant mechanism,we study and analyze... Apparent differences in sedimentation and diagenesis exist between carbonate reservoirs in different areas and affect their petrophysical and elastic properties.To elucidate the relevant mechanism,we study and analyze the characteristics of rock microstructure and elastic properties of carbonates and their variation regularity using 89 carbonate samples from the different areas The results show that the overall variation regularities of the physical and elastic properties of the carbonate rocks are controlled by the microtextures of the microcrystalline calcite,whereas the traditional classification of rock-and pore-structures is no longer applicable.The micrite microtextures can be divided,with respect to their morphological features,into porous micrite,compact micrite,and tight micrite.As the micrites evolves from the first to the last type,crystal boundaries are observed with increasingly close coalescence,the micritic intercrystalline porosity and pore-throat radius gradually decrease;meanwhile,the rigidity of the calcite microcrystalline particle boundary and elastic homogeneity are enhanced.As a result,the seismic elastic characteristics,such as permeability and velocity of samples,show a general trend of decreasing with the increase of porosity.For low-porosity rock samples(φ<5%)dominated by tight micrite,the micritic pores have limited contributions to porosity and permeability and the micrite elastic properties are similar to those of the rock matrix.In such cases,the macroscopic physical and elastic properties are more susceptible to the formation of cracks and dissolution pores,but these features are controlled by the pore structure.The pore aspect ratio can be used as a good indication of pore types.The bulk modulus aspect ratio for dissolution pores is greater than 0.2,whereas that of the intergranular pores ranges from 0.1 to 0.2.The porous and compact micrites are observed to have a bulk modulus aspect ratio less than 0.1,whereas the ratio of the tight micrite approaches 0.2。 展开更多
关键词 carbonate rock micrite microtextures rock physical properties petrophysical properties pore aspect ratio
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