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I.IntroductionTheplatestructuresonelasticfoundationareofpracticalimportanceinwide-spreadapplicationsinengineering.Basedonrapidprogressofscienceandtechnologyaswellasengineeringconstructions,differentmodelsofeIasticfoundationaredeve1oped,sucha,Winkler,Vlazo… 相似文献
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I.IntroductionItiswell'knownthatoneofthemostpowerfultoolsinlinearfieldtheoriesistheGreen'sfunction.Fore1asticity,considerableresearchcanbefoundintheliterature.However,theGreen'sfunctionforpiezoe1ectricityisratherlimitedduetotheanisotropyandelectromechanic… 相似文献
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从自然科学基金资助项目看我国环境化学进展和趋势 总被引:2,自引:0,他引:2
本文通过对近年来国家自然科学基金中环境化学学科资助项目的介绍和评述, 分析了我国环境化学基础性研究的进展, 对环境化学学科发展趋势作出了展望, 并对部分相关前沿领域的研究提出了建议。 相似文献
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In this paper,an analytical method for solving the bending problems of rectangularReissner plate with free edges under arbitrary loads laid on tensionless Winkler foundationsis proposed.By assuming proper form of Fourier series with supplementary terms,whichmeet derivable conditions,for deflection and shear force functions,the basic differentialequations with given boundary conditions can be transformed into a set of simple infinitealgebraic equations.For common Winkler foundations,this set of equations can be solveddirectly and for tensionless Winkler foundations,it is a set of weak nonlinear algebraicequations,the solution of which can be obtained easily by using iterative procedures. 相似文献
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付宝连 《应用数学和力学(英文版)》1982,3(6):853-855
In this paper we propose a very simple and clear method whichcan prove that the minimum complementary energy theorem isequivalent to the condition of single-valued displacementsand displacement boundary condition of the deformable body. 相似文献
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In common practice, the pile–soil–raft interaction still remains a challenging problem in the analysis of piled-raft foundations. In the present study, a simplified analytical approach is introduced to analyze a vertically-loaded piled-raft foundation by using a developed homogenization technique called the two-phase approach. In spite of classical and simplified methods in the literature, the proposed method considers the pile–soil interaction. The other major advantage is the ability to predict the axial pile load along the pile length. The problem is solved in the domain of elasticity and simple closed-form solutions are presented for the prediction of the settlement and the pile load sharing of a piled raft as well as the pile's axial force distribution along its length. The applicability of the proposed method is validated by considering case studies and field measurements. A comparison of the results indicates that the method can be utilized safely in a proper, quick, and effective manner with the least computational effort in comparison with sophisticated numerical approaches. The raft settlement can be accurately predicted while the pile load sharing might be over/under estimated. A parametric study is also carried out to investigate the response of piled-raft foundations including the influence of the parameters of the soil and the geometric characteristics of the piles. 相似文献
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为研究砂土场地中管道温度变化影响下管体与土体的热力学特性, 设计了一种直埋热力管道温度变化模型试验及测试系统, 较为系统地研究了砂土场地中直埋热力管道运行时的管土热力学特性. 结果表明: 在管道升温过程中, 管道上部土体温度增长速率和幅度均大于管道侧边及底部土体温度; 土体孔压随温度上升而增大, 在温度稳定后逐渐消散; 管体应变在温度上升时因膨胀而变大, 随后回落, 并维持在一定值, 其中环向应变大于轴向应变. 相似文献