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A Novel Fluid Structure Interaction Experiment to Investigate Deformation of Structural Elements Subjected to Impulsive Loading 总被引:1,自引:0,他引:1
This paper presents a novel experimental methodology for the study of dynamic deformation of structures under underwater impulsive
loading. The experimental setup simulates fluid–structure interactions (FSI) encountered in various applications of interest.
To generate impulsive loading similar to blast, a specially designed flyer plate impact experiment was designed and implemented.
The design is based on scaling analysis to achieve a laboratory scale apparatus that can capture essential features in the
deformation and failure of large scale naval structures. In the FSI setup, a water chamber made of a steel tube is incorporated
into a gas gun apparatus. A scaled structure is fixed at one end of the steel tube and a water piston seals the other end.
A flyer plate impacts the water piston and produces an exponentially decaying pressure history in lieu of explosive detonation.
The pressure induced by the flyer plate propagates and imposes an impulse to the structure (panel specimen), which response
elicits bubble formation and water cavitations. Calibration experiments and numerical simulations proved the experimental
setup to be functional. A 304 stainless steel monolithic plate was tested and analyzed to assess its dynamic deformation behavior
under impulsive loading. The experimental diagnostic included measurements of flyer impact velocity, pressure wave history
in the water, and full deformation fields by means of shadow moiré and high speed photography. 相似文献
54.
车辆与轨道的动态相互作用,是铁路轮轨接触式运输系统中最基本的问题之一,它直接制约着铁路运营速度的提高和运载重量的增加,也影响着铁路安全运行。本文采用有限元方法,对我国C61型运煤货车,按照车辆/轨道系统的实际几何形状、材料性质和边界条件建立了包括车辆和轨道系统的有限元模型,应用大型非线性动力分析程序LS-DYNA3D来模拟车辆通过轨道错牙接头时的轮/轨动态响应过程。计算结果表明车轮和轨道之间的竖向动态接触力大约是静轮载的2倍,与已有的现场试验结果基本吻合。因此应用有限元方法研究车辆/轨道耦合系统是可行和可靠的。 相似文献
55.
A method of stress—strain analysis of elastoplastic bodies with large displacements, rotations, and finite strains is developed.
The incremental loading technique is used within the framework of the arbitrary Lagrangian—Eulerian formulation. Constitutive
equations are derived which relate the Jaumann derivative of the Cauchy—Euler stress tensor and the strain rate. The spatial
discretization is based on the FEM and multilinear three-dimensional isoparametric approximation. An algorithm of stress—strain
analysis of elastic, hyperelastic, and perfectly plastic bodies is given. Numerical examples demonstrate the capabilities
of the method and its software implementation
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Translated from Prikladnaya Mekhanika, Vol. 41, No. 6, pp. 36–43, June 2005. 相似文献
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W.S. Barham A.J. Aref G.F. Dargush 《International Journal of Solids and Structures》2005,42(26):6586-6609
The displacement-based finite element method dominates current practice for material nonlinear analysis of structures. However, there are several characteristics that may limit the effectiveness of this approach. In particular, for elastoplastic analysis, the displacement method relies upon a step-by-step incremental approach stemming from flow theory and also requires significant mesh refinement to resolve behavior in plastic zones. This leads to computational inefficiencies that, in turn, encourage the reconsideration of force-based approaches for elastoplastic problems.One of these force algorithms that has been recently developed is the large increment method. The main advantage of the flexibility-based large increment method (LIM) over the displacement method is that it separates the global equilibrium and compatibility equations from the local constitutive relations. Consequently, LIM can reach the solution in one large increment or in a few large steps, thus, avoiding the development of cumulative errors. This paper discusses the extension of the large increment methodology for the nonlinear analysis of plane frame structures controlled by an elastic, perfectly plastic material model. The discussion focuses on the power of LIM to handle these nonlinear problems, especially when plastic hinges form in the frame and ultimately as the structure approaches the collapse stage. Illustrative planar frame examples are presented and the results are compared with those obtained from a standard displacement method. 相似文献
58.
Yan Ping Cao 《Journal of the mechanics and physics of solids》2005,53(1):33-48
In this paper, a closed-form expression of the size-dependent sharp indentation loading curve has been proposed based on dimensional analysis and the finite deformation Taylor-based nonlocal theory (TNT) of plasticity (Int. J. Plasticity 20 (2004) 831). The key issue is to link the results of FEM based on TNT plasticity with those obtained using conventional FEM by taking as the effective strain gradient, η, that presented in the work of Nix and Gao (J. Mech. Phys. Solids 46 (1998) 411), thus avoiding large-scale finite element computations using strain gradient plasticity theories. Two experiments carried out on 316 stainless-steel and pure titanium have been used to verify the effectiveness of the present analytical model; the results demonstrate that the present analytical expression of the size-dependent indentation loading curve corresponds very well to the experimental indentation loading curve. The empirical constant, α, in the Taylor model estimated from the experimental data has the correct order of magnitude. Also, the results presented in this part can be further applied to establish an analytical framework to extract the plastic properties of metallic materials with sharp indentation on a small scale where the size effect caused by geometrically necessary dislocations is significant. This will be discussed in detail in the second part of the paper. 相似文献
59.
Arash Bahrami Asghar Nosier 《International Journal of Solids and Structures》2007,44(25-26):8119-8142
Within the elasticity formulation the most general displacement field for hygrothermal problems of long laminated composite plates is presented. The equivalent single-layer theories are then employed to determine the global deformation parameters appearing in the displacement fields of general cross-ply, symmetric, and antisymmetric angle-ply laminates under thermal and hygroscopic loadings. Reddy’s layerwise theory is subsequently used to determine the local deformation parameters of various displacement fields. An elasticity solution is also developed in order to validate the efficiency and accuracy of the layerwise theory in predicting the interlaminar normal and shear stress distributions. Finally, various numerical results are presented for edge-effect problems of several cross-ply, symmetric, and antisymmetric angle-ply laminates subjected to uniform hygrothermal loads. All results indicate high stress gradients of interlaminar normal and shear stresses near the edges of laminates. 相似文献
60.