全文获取类型
收费全文 | 7232篇 |
免费 | 743篇 |
国内免费 | 149篇 |
专业分类
电工技术 | 118篇 |
综合类 | 645篇 |
化学工业 | 1432篇 |
金属工艺 | 603篇 |
机械仪表 | 436篇 |
建筑科学 | 1006篇 |
矿业工程 | 110篇 |
能源动力 | 304篇 |
轻工业 | 498篇 |
水利工程 | 55篇 |
石油天然气 | 157篇 |
武器工业 | 154篇 |
无线电 | 381篇 |
一般工业技术 | 1753篇 |
冶金工业 | 235篇 |
原子能技术 | 46篇 |
自动化技术 | 191篇 |
出版年
2024年 | 24篇 |
2023年 | 108篇 |
2022年 | 124篇 |
2021年 | 176篇 |
2020年 | 212篇 |
2019年 | 175篇 |
2018年 | 236篇 |
2017年 | 223篇 |
2016年 | 274篇 |
2015年 | 277篇 |
2014年 | 454篇 |
2013年 | 445篇 |
2012年 | 530篇 |
2011年 | 541篇 |
2010年 | 403篇 |
2009年 | 381篇 |
2008年 | 379篇 |
2007年 | 447篇 |
2006年 | 477篇 |
2005年 | 343篇 |
2004年 | 241篇 |
2003年 | 267篇 |
2002年 | 236篇 |
2001年 | 225篇 |
2000年 | 193篇 |
1999年 | 144篇 |
1998年 | 144篇 |
1997年 | 97篇 |
1996年 | 70篇 |
1995年 | 61篇 |
1994年 | 53篇 |
1993年 | 33篇 |
1992年 | 37篇 |
1991年 | 24篇 |
1990年 | 20篇 |
1989年 | 13篇 |
1988年 | 16篇 |
1987年 | 9篇 |
1986年 | 3篇 |
1985年 | 3篇 |
1984年 | 1篇 |
1983年 | 2篇 |
1980年 | 2篇 |
1976年 | 1篇 |
排序方式: 共有8124条查询结果,搜索用时 0 毫秒
1.
电器外壳制品形状结构复杂,有两处侧凸(孔)较难处理。通过对矩形孔内侧凸的结构分析,在其局部设计了分型面,避免了使用侧向抽芯机构;对侧孔部位设计了斜顶杆侧向抽芯机构,其结构简单、紧凑。模具采用一模二腔、平衡式布局,采用经扁推杆由制品内部进料的潜伏式浇口,S型流道。在NX 8.0中完成了模具结构设计。经实践证明,该模具结构合理,产品合格。 相似文献
2.
Seyed Ali Maghami 《热应力杂志》2015,38(2):250-270
Thermal bending analysis of doubly curved laminated shell panels with general boundary conditions and laminations is presented. The equations of equilibrium are derived in the form of two coupled sets of ordinary differential equations based on a general shell theory and solved through the state-space approach in a repeated manner. It is depicted that the results of the present method are in great agreement with analytical solutions. Cylindrical shell panels with general boundary conditions and laminations, where no analytical solution is available, are solved. It is found that the present method exhibits a high convergence rate as well as presenting accurate results in all cases. 相似文献
3.
4.
Maenghyo Cho Hee Yuel Roh 《International journal for numerical methods in engineering》2003,56(1):81-115
In the present study first‐order shear deformable shell finite elements based on general curvilinear co‐ordinates are proposed. For the development of the present shell elements, a partial mixed variational functional with independently assumed strains is provided in order to avoid the severe locking troubles known as transverse shear and membrane lockings. Bubble functions are included in the shape function of displacement to improve the performance of the developed element. The proposed assumed strain four‐ and nine‐node elements based on the general tensor shell theory provide an efficient linkage framework for shell surface modelling and finite element analysis. In the several benchmark problems, the present shell elements with exact geometric representations demonstrate their performance compared to previously reported results. Copyright © 2002 John Wiley & Sons, Ltd. 相似文献
5.
Lepikhin P. P. Romashchenko V. A. Tarasovskaya S. A. Korbach V. G. 《Strength of Materials》2003,35(1):52-59
The exactness and stability of the Wilkins method in the investigation of the stress-strain state of axisymmetric anisotropic elastic shells, including thick-walled ones, have been studied for different values of artificial viscosity, pulse load rise and fall time, and different deformation process durations. A comparison of numerical calculations, performed by means of an application software package developed by V. A. Romashchenko on the basis of the Wilkins method, with experimental results, known numerical data, and with calculations using the computation kernel LS-DYNA 3D has been carried out. 相似文献
6.
G. M. Kulikov S. V. Plotnikova 《International journal for numerical methods in engineering》2002,55(10):1167-1183
The precise representation of rigid body motions in the displacement patterns of curved Timoshenko–Mindlin (TM) shell elements is considered. This consideration requires the development of the strain–displacement relationships of the TM shell theory with regard to their consistency with the rigid body motions. For this purpose a refined TM theory of multilayered anisotropic shells is elaborated. The effects of transverse shear deformation and bending‐extension coupling are included. The fundamental unknowns consist of five displacements and eight strains of the face surfaces of the shell, and eight stress resultants. On the basis of this theory the simple and efficient mixed models are developed. The elemental arrays are derived using the Hu–Washizu mixed variational principle. Numerical results are presented to demonstrate the high accuracy and effectiveness of the developed 4‐node shell elements and to compare their performance with other finite elements reported in the literature. Copyright © 2002 John Wiley & Sons, Ltd. 相似文献
7.
8.
K. Y. Sze W. K. Chan T. H. H. Pian 《International journal for numerical methods in engineering》2002,55(7):853-878
This paper presents eight‐node solid‐shell elements for geometric non‐linear analysis of elastic shells. To subdue shear, trapezoidal and thickness locking, the assumed natural strain method and an ad hoc modified generalized laminate stiffness matrix are employed. A selectively reduced integrated element is formulated with its membrane and bending shear strain components taken to be constant and equal to the ones evaluated at the element centroid. With the generalized stresses arising from the modified generalized laminate stiffness matrix assumed to be independent from the ones obtained from the displacement, an extended Hellinger–Reissner functional can be derived. By choosing the assumed generalized stresses similar to the assumed stresses of a previous solid element, a hybrid‐stress solid‐shell element is formulated. Commonly employed geometric non‐linear homogeneous and laminated shell problems are attempted and our results are close to those of other state‐of‐the‐art elements. Moreover, the hybrid‐stress element converges more readily than the selectively reduced integrated element in all benchmark problems. Copyright © 2002 John Wiley & Sons, Ltd. 相似文献
9.
There is a need for developing low cost, easily and abundantly available, yet efficient, adsorbents for the removal of phosphates during the tertiary treatment of wastewaters. The tamarind nut shell activated carbon (TNSAC) prepared on a laboratory scale has been used to evaluate its performance for phosphate adsorption. This paper describes the laboratory production of this adsorbent material in its various forms, and discusses the effects of the TNSAC process variables (the unrinsed and rinsed forms of the TNSAC and the impregnation ratio) on its performance in adsorbing phosphate. The material has been shown to be a good alternative adsorbent. As much as 95% phosphate removal by the unrinsed TNSAC is possible in about 30 min under the test conditions. The phosphate adsorbing capacity is about two times higher for the unrinsed TNSAC in comparison to the rinsed TNSAC. The adsorption rates, however, transit to extremely low rates towards the end when equilibrium conditions could be attained in about 2 h contact time. The phosphate removal mechanics are adsorption and precipitation/ion exchange when unrinsed TNSAC is used, and adsorption alone for the rinsed TNSAC. The maximum phosphate removal is found to take place at an impregnation ratio of 1.0 for both forms of the TNSAC. 相似文献
10.
采用种子乳液聚合法制备了含有PBA\PMMA\PS三种组分的丙烯酸酯类抗冲型改性剂ACR,在ACR的幔层结构中引入接枝剂甲基丙烯酸烯丙酯(ALMA)来完善幔层结构,从而实现核一壳之间良好的结合,用红外光谱(FTIR)和差示扫描量热法(DSC)对ACR的组成和结构进行表征。研究结果表明:由PBA\PMMA\PS三组分构成的ACR在抗冲击性能上要略优于由简单的PBA\PMMA构成的ACR,苯乙烯单体(St)最多可以取代大约1/3壳层的甲基丙烯酸甲酯(MMA),甲基丙烯酸烯丙酯(ALMA)的引入对幔层结构的完善起了显著的作用。 相似文献