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901.
一边固定一角点或二角点支承的矩形板弯曲统一求解方法 总被引:4,自引:0,他引:4
本文的统一法可以解决悬壁板或带有角点支承时在任意荷载作用下的弯曲。这种方法求解思路清晰、收敛速度快,计算精度高。 相似文献
902.
在真空中解理后,用XPS测得了GaAs样品(110)断面能带弯曲的动态过程.两组重掺杂n型和p型GaAs样品的费米能级分别向禁带中间的方向移动了0.4eV和0.3eV.实验测得重掺杂n型和p型GaAs样品费米能级之差为1.3eV,它们的禁带宽度理论值为1.42eV,这说明结果是合理的.根据实验结果,对引起GaAs表面能带弯曲的可能原因进行了分析讨论.排除了本征表面态、真空中残留气体和X射线辐射等原因,认为解理过程在表面产生的缺陷和解理后表面晶格弛豫过程中产生的缺陷可能是导致能带弯曲的主要原因. 相似文献
903.
Structural hydroxyl and deuteroxyl groups within the K4[SiW12O40]/Al2O3 and K6[SiW11PdO39]/Al2O3 systems were studied by diffuse-reflectance FTIR spectroscopy in a spectral range of fundamental stretching vibrations, first
overtones, and combination bands of stretching and bending vibrations. For hydroxyl groups, the region of combination vibrations
is the most informative. The calculated frequencies of bending vibrations of hydroxyl groups (865 and 730 cm−1) are characteristic of acidic OH groups.
Translated fromIzvestiya Akademii Nauk. Seriya Khimicheskaya, No. 10, pp. 2017–2020, October, 1999. 相似文献
904.
Validating stress intensity factor solutions for combined tension and bending is an arduous task because the necessary experimental data are not readily available. Toward this end, a tension and bending test specimen was designed to produce controllable levels of both tension stress and bending stress at the crack location. The specimen was made from 2024-T3 clad aluminum, which is commonly used in aircraft structures. The need for testing multiple specimens of various geometries and stress levels prompted the development of an analytical tool for specimen design. An extention of the Schijve line model, based on simple beam theory, was developed to calculate the stress distributions of tension and bending through the length of the specimen. A comparison of measured static strain levels with those predicted by the model showed the model to be accurate to within 5 percent, confirming its efficacy for specimen design. As expected, for the same remote stress (100 MPa), cracks in the tension and bending specimens grew faster than those in middle-cracked tension specimens. 相似文献
905.
IntroductionAsawell-establishedandsophisticatednumericalanalysistechniqueforthedifferentialequahons,thefiniteelementmethodwasoriginatedindependentlybythedomesticandtheforeignmechanicalinvestigatorstheyyearsago.ItfoundforthefirsttimewideapplicationsintheelasticstfUctolproblemsandwiththedevelopmentofcomputerextendedinvaryingdegreestOalmostalltheengineeringdisciplinesandmanyscientificandtechnologicalfields.Thisleadstoadramaticbreakthroughforthecurrentcomputationalmathematics.Themathematicalbasis… 相似文献
906.
IntroductionTheproblemofaconesubjectedtoconcentratedloadsatitsapexisaclassicalprobleminthetheoryofelasticity.AnumberofscholarshavestUdiedtheproblem.LovereportedthesolutionstotheproblemofanisotropicconeunderconcentfatCdforcesatitsapex['].Lur'estudiedthisclassofproblemssystematicallybymeansofPapkovich-Neubergeneralsolution[2].LekniskiiandHu,byusingtheirrespectivegeneralsolutions,studiedcompressionandbendingproblemsofatransverselyisotropicconesubjectedtoaxialconcentfatedforcesandtfansverseconc… 相似文献
907.
张英世 《应用数学和力学(英文版)》1999,20(5):568-578
IntroductionMuchfamiliarinengineeringareelasticfoundationplates,suchasfoundationbaseplatesincivilengineering,highwaysurface,r... 相似文献
908.
This paper describes the application of multiple beam shearing interferometry to a position magnifying sensor. A multiple beam shearing interferometer (MBSI) with a shear plate wedged in the vertical direction produces sharp multiple beam fringes. When the lateral displacement of a point source (which gives rise to the input beam of the MBSI) or its image occurs in the horizontal direction, these fringes move vertically in a magnified manner. This characteristic was used in a position magnifying sensor to detect the displacement of a point image. The advantages of the sensor include a large displacement magnification (more than a hundred times) and a large working distance. 相似文献
909.
910.
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