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考虑可压缩矿质的饱和岩体热弹塑性模型
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作者 胡亚元 《地基处理》 2020年第1期25-30,共6页
为研究温度和矿质压缩性对饱和岩体力学特性的影响,从工程混合物理论出发,把骨架应变和基质应变作为饱和岩体的应变状态变量,把Terzaghi有效应力和真实压力作为应力状态变量,建立了本构模型和多场耦合控制方程。首先假定组分基质的力学... 为研究温度和矿质压缩性对饱和岩体力学特性的影响,从工程混合物理论出发,把骨架应变和基质应变作为饱和岩体的应变状态变量,把Terzaghi有效应力和真实压力作为应力状态变量,建立了本构模型和多场耦合控制方程。首先假定组分基质的力学性质与单相介质相同,建立固流两相基质的热-力本构模型;然后利用骨架应变、有效应力和温度来建立骨架热-力本构模量;再根据相应变与应变状态变量之间的关系建立饱和岩体热弹塑性模型;最后与达西定律和傅里叶定律一起,建立了考虑矿质压缩性和温度影响的饱和岩土多场耦合控制方程。工程混合物理论建模法能够避免单一有效应力建模法存在的Biot系数难以测定的缺陷,完善了热扩散方程,为建立多场耦合分析模型提供了另一条新途径。 展开更多
关键词 饱和岩体 基质压缩性 温度 弹塑性模型 工程混合物理论
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△-Resonances in Ground State Properties of _(20)^(40)Ca Spherical Cold Finite Nucleus at Equilibrium and under Compression
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作者 Mohammed H.E.Abu-Sei’leek Mahmoud A.Hasan 《Communications in Theoretical Physics》 SCIE CAS CSCD 2010年第8期339-346,共8页
The ground state properties of the spherical nucleus ^40Ca have been investigated by using constrained spherical Hartree Fock (CSHF) approximation at equilibrium and under high radial compression in a six major shel... The ground state properties of the spherical nucleus ^40Ca have been investigated by using constrained spherical Hartree Fock (CSHF) approximation at equilibrium and under high radial compression in a six major shells. The effective baryon-baryon interaction that includes the △(1236) resonance freedom degrees to calculate nuclear properties is used. The nucleon-nucleon (N-N) interaction is based on Reid soft core (RSC) potential. The results of calculations show that much of increase in the nuclear energy generated under compression is used to create the massive △ particles. The number of △ 's can be increased to about 2.1% of constituents of nucleus when nuclear density reaches about 1.34 times of normal density. The single particle energy levels are calculated and their behavior under compression is also examined. △ good agreement has been found between current calculations and phenomenological shell model for low lying single-particle spectra. The gap between shells is very clear and L-S coupling become stronger as increasing the static load on the nucleus. The results show a considerable reduction in compressibility when freedom degrees of △'s are taken into account. It has been found that the total nuclear radial density becomes denser in the interior and less dense in the exterior region of nucleus. The surface of nucleus becomes more and more responsive to compression than outer region. 展开更多
关键词 nuclear structure compressed finite nuclei △-resonance
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Enhanced flexural performance of epoxy polymer concrete with short natural fibers 被引量:3
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作者 HU Bin ZHANG NanLi +5 位作者 LIAO YuTian PAN ZhiWei LIU YiPing ZHOU LiCheng LIU ZeJia JIANG ZhenYu 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2018年第8期1107-1113,共7页
Epoxy polymer concrete(EPC) has found various applications in civil engineering. To enhance the flexural performance of EPC,two kinds of short natural fibers with high specific strength(sisal fibers and ramie fibers) ... Epoxy polymer concrete(EPC) has found various applications in civil engineering. To enhance the flexural performance of EPC,two kinds of short natural fibers with high specific strength(sisal fibers and ramie fibers) have been incorporated into EPC. The results of mechanical tests show that a small loading of natural fibers(0.36 vol%) can significantly increase the flexural strength of EPC by 25.3%(ramie fibers) or 10.4%(sisal fibers). This enhancement is achieved without any sacrifice of compressive strength of EPC. The reinforcing effects of short natural fibers on the flexural properties and compressive properties of EPC decrease with further increase in fiber content, due to the insufficient wetting of fibers by epoxy resin which results in poor interfacial bonding. The reinforcing mechanisms of short natural fibers are explored according to the observation of fracture surfaces and micromechanical modelling. It is found that the parallel model based on the rule of mixture can be a good approximation to describe the improvement in flexural strength of the short natural fiber reinforced EPC at low fiber volume fractions. 展开更多
关键词 epoxy polymer concrete (EPC) natural fibers fiexural strength micromechanics models
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