全文获取类型
收费全文 | 2013篇 |
免费 | 144篇 |
国内免费 | 159篇 |
专业分类
化学 | 110篇 |
晶体学 | 2篇 |
力学 | 940篇 |
综合类 | 67篇 |
数学 | 182篇 |
物理学 | 1015篇 |
出版年
2024年 | 5篇 |
2023年 | 21篇 |
2022年 | 49篇 |
2021年 | 48篇 |
2020年 | 46篇 |
2019年 | 47篇 |
2018年 | 38篇 |
2017年 | 71篇 |
2016年 | 76篇 |
2015年 | 79篇 |
2014年 | 77篇 |
2013年 | 97篇 |
2012年 | 107篇 |
2011年 | 153篇 |
2010年 | 125篇 |
2009年 | 131篇 |
2008年 | 115篇 |
2007年 | 122篇 |
2006年 | 143篇 |
2005年 | 126篇 |
2004年 | 106篇 |
2003年 | 101篇 |
2002年 | 91篇 |
2001年 | 57篇 |
2000年 | 44篇 |
1999年 | 34篇 |
1998年 | 35篇 |
1997年 | 26篇 |
1996年 | 17篇 |
1995年 | 24篇 |
1994年 | 19篇 |
1993年 | 13篇 |
1992年 | 14篇 |
1991年 | 7篇 |
1990年 | 11篇 |
1989年 | 12篇 |
1988年 | 7篇 |
1987年 | 5篇 |
1986年 | 1篇 |
1985年 | 3篇 |
1984年 | 5篇 |
1983年 | 1篇 |
1982年 | 2篇 |
1980年 | 4篇 |
1978年 | 1篇 |
排序方式: 共有2316条查询结果,搜索用时 31 毫秒
191.
Prediction of the penetrated rust into the microcracks of concrete caused by reinforcement corrosion
Consider a steel-rust-concrete composite consisting of a circular cylindrical concrete cover and a coaxial uniformly corroding steel reinforcement. Prediction of the amount of rust penetrated into the microcracks of concrete cover from a set of data measured at the surface of the concrete is of particular interest. The steel is assumed to be linear isotropic and rust follows a power law stress–strain relation. For the concrete, anisotropic behavior and post-cracking softening model is employed. The formulations lead to a nonlinear boundary value problem which is solved analytically. A key parameter β, defined as the ratio of the volume of corrosion products inside the cracks to the volume of the cracks, is calculated. With some efforts, this parameter is also extracted from the available theoretical and experimental studies for the purpose of comparison. The effects of the mechanical properties of rust and concrete on β is addressed. 相似文献
192.
Experimental results about concrete under sulfate attack are summarized,which include the variation of mass density of samples and velocity of ultrasonic wave propagating in samples.The evolution damage is analyzed in terms of the experimental results,and close attention is paid to the effect of damage evolution on Poisson’s ratio.This study shows that Poisson’s ratio is significantly affected by the concentration of solution and water-cement ratio.Poisson’s ratio of concrete changes very little when the water-cement ratio is selected as 0.6 or 0.8,so that such change may be neglected.If water-cement is 0.4,however,the Poisson’s ratio of the sample significantly changes.When the concrete sample of 0.4 water-cement ratio is immersed in sodium sulfate solution of 8% concentration for 285 days,Poisson’s ratio increase 10.14% compared with its initial value.There exist a sensitive region and a non-sensitive region for the change rate of Poisson’s ratio with respect to corrosion time.The change rate of Poisson’s ratio monotonously decreases with corrosion time in the sensitive region;in the non-sensitive region,the change rate of Poisson’s ratio is almost equal to zero. 相似文献
193.
Jun Liu Gao Lin Bing Fu Hong Zhong 《Acta Mechanica Solida Sinica》2011,24(5):411-428
A visco-elastoplastic damage constitutive model is proposed for simulating nonlinear behavior of concrete. Based on traditional plastic theory, the irreversible deformation is simulated in effective stress space. In order to reflect different stiffness degradation mechanism of concrete under tensile and compressive loading conditions, both tensile and compressive damage variables are introduced, and then on the basis of energy release rate, the model is firmly derived within the concept of irreversible thermodynamics. The rate-dependent model is considered by introducing viscous regularization into the inelastic strain and damage variable, and combined with an additional elastic condition. Fully implicit backward-Euler algorithm is used to perform constitutive integration. Results of numerical examples using the proposed model agree well with test results for specimens under uniaxial tension and compression, biaxial loading and triaxial loading. Failure processes of single-edge-notched (SEN) beam and double-edge-notched (DEN) specimen are also simulated to further validate the proposed model. 相似文献
194.
为解决混凝土非线性特性难以描述的难题,通过MTS815.02岩石电液伺服系统,对圆柱体混凝土试件施加定围压比为0.2的围压,得出C25、C35、C45混凝土在"理想无损伤"状态下的应力-应变曲线;用Ramberg-Osgood公式描述其应力-应变关系,引入损伤变量演化方程,进而得出混凝土一维受压损伤本构模型。通过与实验数据的对比证明了模型的有效性和准确性;详细地分析了无初始损伤条件下配筋梁受弯破坏时的损伤演化过程;计算C25、C35、C45钢筋混凝土梁的受弯承载力。分析结果显示:随着混凝土强度由C25提高到C45,按此模型计算与按规范公式计算所得梁承载力的差异由1.9%升高至2.84%;下降段损伤累积量占总体损伤度的比例由46.26%升高至86.04%。研究表明,本文的分段曲线损伤模型可以较好地模拟梁混凝土的非线性受压过程,并能够给出损伤程度的预测。 相似文献
195.
研究不确定因素对炸药在混凝土复合介质中爆炸的影响,并在不确定因素的影响下进行优化设计。用区间数模型来描述系统中的不确定参数,建立相应的区间数优化模型;通过高维代理模型的引入,以及对其中二层嵌套优化问题进行直接解耦,得到了一种高效的求解方法。研究表明:算法经过8个迭代步收敛到最优解,最优解得到的最佳炸药装填深度约为64cm,最佳姿态角约为30°;经过三个迭代步就能迅速定位到最优解附近。算法保证了在最大化毁伤面积的同时,尽量地追求不确定因素影响最小,即综合考虑了毁伤最大和偏差最小。该不确定优化设计方法能有效地推广到相关领域的优化设计,为处理爆炸系统的装药设计和爆炸初始状态参数设计等方面提供了新思路。 相似文献
196.
197.
198.
199.
200.
适合陆基使用的旋转重力梯度仪采用多个加速度计的组合输出,能有效地抑制平台的共模噪声,实现对地球表面微小重力梯度变化信号的测量.其关键技术之一就是对多个加速度计进行动态匹配调节,通过实时反馈来降低多种噪声和误差,从而降低对研制单个加速度计的性能要求.本文结合旋转重力梯度仪中加速度计的匹配调节方法,以重力梯度测量分辨率达到1E为目标分析,结果表明对加速度计的标度因子一致性匹配需要达到10-11的量级,对二阶非线性因子调节同样需要达到~10-11g/g2的量级. 相似文献