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101.
An extension of the Elastica theory is developed to study the large deflection of an elastic-perfectly plastic horizontal
cantilever beam subjected to a vertical concentrated force at its tip. The entire process is divided into four stages: I.elastic
in the whole cantilever; II.loading and developing of the plastic region; III.unloading in the plastic region; and IV.reverse
loading. Solutions for stages I and II are presented in a closed form. A combination of closed-form solution and numerical
integration is presented for stage III. Finally, stage IV is qualitatively studied. Computed results are given and compared
with those from small-deflection theory and from the Elastica theory. 相似文献
102.
103.
Numerical simulation: The dynamic behavior of reinforced concrete plates under normal impact 总被引:3,自引:0,他引:3
This investigation deals with the use of the finite element method on the reinforced concrete structural dynamic response and failure behavior when subjected to the projectile impacts of different velocities, using the test conducted in [S.J. Hanchak, M.J. Forrestal, E.R. Young, J.Q. Ehrgott, Perforation of concrete slabs with 48 MPa (7 ksi) and 140 MPa (20 ksi) unconfined compressive strengths, Int. J. Impact Eng. 12 (1992) 1–7]. The Johnson–Holmquist concrete material constitutive law model is employed to simulate the large strains, high strain states and high pressures to which the concrete is subjected. The projectile impact velocity ranges from 381 m/s to 1058 m/s. Numerical simulations demonstrate that the Johnson–Holmquist concrete material constitutive model can describe the different failure modes without any predefined defects in the element mesh, and normally obtain good agreement between the numerical simulations and test results. 相似文献
104.
土中爆炸冲击混凝土道面的数值模拟 总被引:2,自引:0,他引:2
炸药在多相介质中的爆炸是气态爆轰产物和固态介质之间的耦合作用问题,对其进行数值模拟一般不考虑炸药而直接将爆轰压力加在介质上,而耦合方法对炸药和其周围的介质进行离散,炸药和介质采用统一的控制方程,通过界面条件实现相互作用。任意拉格朗日欧拉(Arbitary Lagrangian and Eularian)法,是最近兴起的适用于计算固体大变形问题的数值计算方法。将其引入爆炸力学计算,可以避免由于物质的大变形引起的单元畸变和计算困难。同时混凝土的损伤模型,更加符合混凝土在高应变率加载条件下的力学特性和破坏机理。将这三种方法引入数值模拟,计算结果与相关试验结果有较好的吻合。 相似文献
105.
Simulation of crack spacing using a reinforced concrete model with an internal length parameter 总被引:3,自引:0,他引:3
Summary A gradient-enhanced smeared crack model and bond-slip interface elements are utilized in finite element simulations of reinforced
concrete. The crack model is rooted in an enhanced plasticity theory. It uses the Rankine failure surface dependent on an
equivalent inelastic strain measure as well as on its Laplacian. As a result, finitely sized fracture process zones and realistic
crack spacings are obtained. A reinforced concrete bar in uniaxial tension is analyzed to demonstrate the regularizing influence
of the internal length parameter in the model and to evaluate the influence of the model parameters on the energy dissipation
in multiple cracks. A comparison of numerical simulations with experimental results for a beam without shear reinforcement
in four-point bending concludes the analysis.
Received 4 November 1997; accepted for publication 23 April 1998 相似文献
106.
IntroductionHowtheintensionandmoduleofsteelfibrereinforcedconcrete (SFRC)dependsonitsconstituentpropertiesandcontentisaprincipalproblemtopredictmacro_mechanicspropertiesofSFRC,thekeyconsistsintheconfirmationofstressdistribution .Interfacialstresstransfe… 相似文献
107.
108.
Well‐posedness of initial boundary value problems on longitudinal impact on a composite linear viscoelastic bar
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Akbar B. Aliev Elkhan H. Mammadhasanov 《Mathematical Methods in the Applied Sciences》2017,40(14):5380-5390
We investigate the correctness of the initial boundary value problem of longitudinal impact on a piecewise‐homogeneous semi‐infinite bar consisting of a semi‐infinite elastic part and finite length visco‐elastic part whose hereditary properties are described by linear integral relations with an arbitrary difference kernel. Introducing nonstationary regularization in boundary conditions and in the contact conditions, the well‐posedness of the considered problem is proved. Copyright © 2017 John Wiley & Sons, Ltd. 相似文献
109.
为了分析及深入探讨混凝土在受拉加载及卸载情况下的力学特性,基于随机损伤本构关系提出了一种混凝土轴拉加卸载模型,推导出了混凝土加卸载的应力 应变关系表达式.为了印证理论表达式,进行了混凝土轴向拉伸及加卸载的试验研究,测得了混凝土的材料参数及其相应的轴拉加卸载应力-应变曲线.结合模型的计算结果,对混凝土的轴拉加卸载试验结果进行了对比分析,结果表明:混凝土轴拉加卸载模型能够预测混凝土的极限强度,同时能描述混凝土的强度软化、加载过程中的弹模折减及卸载后的塑性变形. 相似文献
110.
Marie-Noëlle BussacPierre Collet Gérard Gary Ramzi Othman 《Journal of the mechanics and physics of solids》2002,50(2):321-349
When using a classical SHPB (split Hopkinson pressure bar) set-up, the useful measuring time is limited by the length of the bars, so that the maximum strain which can be measured in material testing applications is also limited. In this paper, a new method with no time limits is presented for measuring the force and displacement at any station on a bar from strain or velocity measurements performed at various places on the bar. The method takes the wave dispersion into account, as must inevitably be done when making long time measurements. It can be applied to one-dimensional and single-mode waves of all kinds propagating through a medium (flexural waves in beams, acoustic waves in wave guides, etc.). With bars of usual sizes, the measuring time can be up to 50 times longer than the time available with classical methods. An analysis of the sensitivity of the results to the accuracy of the experimental data and to the quality of the wave propagation modelling was also carried out. Experimental results are given which show the efficiency of the method. 相似文献