全文获取类型
收费全文 | 1483篇 |
免费 | 110篇 |
国内免费 | 22篇 |
专业分类
电工技术 | 8篇 |
综合类 | 249篇 |
化学工业 | 136篇 |
金属工艺 | 41篇 |
机械仪表 | 82篇 |
建筑科学 | 748篇 |
矿业工程 | 4篇 |
能源动力 | 3篇 |
轻工业 | 13篇 |
水利工程 | 24篇 |
石油天然气 | 2篇 |
武器工业 | 1篇 |
无线电 | 12篇 |
一般工业技术 | 284篇 |
冶金工业 | 1篇 |
自动化技术 | 7篇 |
出版年
2024年 | 2篇 |
2023年 | 15篇 |
2022年 | 18篇 |
2021年 | 35篇 |
2020年 | 45篇 |
2019年 | 47篇 |
2018年 | 50篇 |
2017年 | 68篇 |
2016年 | 59篇 |
2015年 | 55篇 |
2014年 | 85篇 |
2013年 | 77篇 |
2012年 | 94篇 |
2011年 | 119篇 |
2010年 | 120篇 |
2009年 | 100篇 |
2008年 | 117篇 |
2007年 | 107篇 |
2006年 | 112篇 |
2005年 | 97篇 |
2004年 | 50篇 |
2003年 | 55篇 |
2002年 | 15篇 |
2001年 | 21篇 |
2000年 | 13篇 |
1999年 | 7篇 |
1998年 | 10篇 |
1997年 | 3篇 |
1996年 | 2篇 |
1995年 | 6篇 |
1994年 | 6篇 |
1993年 | 1篇 |
1992年 | 2篇 |
1987年 | 1篇 |
1979年 | 1篇 |
排序方式: 共有1615条查询结果,搜索用时 31 毫秒
1.
The Externally Bonded Reinforcement (EBR) technique using Carbon Fiber-Reinforced Polymers (CFRP) has been commonly used to strengthen concrete structures in flexure. The use of prestressed CFRP material offers several advantages well-reported in the literature. Regardless of such as benefits, several studies on different topics are missing. The present work intends to contribute to the knowledge of two commercially available systems that differ on the type of anchorage: (i) the Mechanical Anchorage (MA), and (ii) the Gradient Anchorage (GA). For that purpose, an experimental program was carried out with twelve slabs monotonically tested under displacement control up to failure by using a four-point bending test configuration. The effect of type of anchorage system (MA and GA), prestrain level (0 and 0.4%), width (50 mm and 80 mm) and thickness (1.2 mm and 1.4 mm) of the CFRP laminate, and the surface preparation (grinded and sandblasted) on the flexural response were the main studied parameters. Better performance was observed for the slabs: (i) with prestressed laminates, (ii) for the MA system, and (iii) with sandblasted surface preparation. 相似文献
2.
P. PAPANIKOS K. I. TSERPES SP. PANTELAKIS 《Fatigue & Fracture of Engineering Materials & Structures》2003,26(1):37-47
A progressive fatigue damage model has been developed for predicting damage accumulation and life of carbon fibre‐reinforced plastics (CFRP) laminates with arbitrary geometry and stacking sequence subjected to constant amplitude cyclic loading. The model comprises the components of stress analysis, fatigue failure analysis and fatigue material property degradation. Stress analysis of the composite laminate was performed by creating a three‐dimensional finite element model in the ANSYS FE code. Fatigue failure analysis was performed by using a set of Hashin‐type failure criteria and the Ye‐delamination criterion. Two types of material property degradations on the basis of element stiffness and strength were applied: a sudden degradation because of sudden failure detected by the fatigue failure criteria and a gradual degradation because of the nature of cyclic loading, which is driven by the increased number of cycles. The gradual degradation of the composite material was modelled by using functions relating the residual stiffness and residual strength of the laminate to the number of cycles. All model components have been programmed in the ANSYS FE code in order to create a user‐friendly macro‐routine. The model has been applied in two different quasi‐isotropic CFRP laminates subjected to tension–compression (T–C) fatigue and the predictions of fatigue life and damage accumulation as a function of the number of cycles were compared with experimental data available in the literature. A very good agreement was obtained. 相似文献
3.
M. S. FOUND M. QUARESIMIN 《Fatigue & Fracture of Engineering Materials & Structures》2003,26(1):17-26
A brief review of the models used to predict the cumulative fatigue damage in FRP composites is presented. Two‐stage fatigue loading of a [0/90,± 452,0/90]s quasi‐ isotropic woven carbon fibre/epoxy resin laminate was evaluated at stress ratio R = 0.05 and the failure mechanisms investigated using x‐radiography after each loading stage. The results are presented in terms of fatigue strength and damage growth and are compared with those in the literature. A low‐to‐high loading sequence is more damaging than a high‐to‐low one and the Palmgren‐Miner linear damage rule may no longer be valid for this kind of material, as previously reported. 相似文献
4.
热膨胀硅橡胶在复合材料成型工艺中的应用 总被引:9,自引:0,他引:9
简要介绍了热膨胀硅橡胶的性能和特点,热膨胀模成型工艺的原理,并应用其研制了复合材料制件。热膨胀硅橡胶适于制造热膨胀芯模。 相似文献
5.
6.
碳纤维布胶接增强铝合金梁抗弯性能研究 总被引:1,自引:0,他引:1
铝合金作为一种高强轻质材料,其应用越来越广泛,但其弹性模量不足钢材的1/3,使铝合金梁容易在受弯过程中产生过大的变形而超出刚度设计标准.通过对3组6根不同形状和尺寸的、用CFRP材料增强铝合金试件梁进行抗弯性能试验,研究其变形和破坏特征,分析其强度、刚度的改善情况及影响其抗弯性能的因素.结果表明,用CFRP材料增强的铝合金梁,在弹性阶段其强度可提高31.2%~64.7%,刚度可提高7.8%~24.6%;至梁破坏时其强度可提高12.7%~43.6%,刚度可提高44.4%~71%. 相似文献
7.
以碳纤维筋(CFRP筋)有粘结预应力混凝土简支梁三分点加载时的情况为例,在假定双线性的弯矩-曲率关系成立的前提下,给出了其弯矩-挠度关系的建议计算方法。采用此法进行了计算并做了试验。计算结果与试验结果吻合情况良好。 相似文献
8.
为了研究碳纤维增强复合材料(CFRP)索和钢索斜拉桥在地震响应和抗震性能方面的差异,以苏通长江公路大桥为参考建立了有限元动力学模型。采用等轴向刚度准则进行钢索和CFRP索的替换,利用时程分析法比较了不同索斜拉桥的地震响应值,并进行了抗震验算和评价。结果表明:相对钢索斜拉桥,CFRP索斜拉桥的自振频率有明显提高,位移和内力地震响应值减小,响应衰减较快,且抗震性能优势明显,其原因是CFRP索斜拉桥自重轻、索桥耦合振动的概率小、索的材料阻尼大等;所得结论可为CFRP索在大跨斜拉桥中的应用提供参考。 相似文献
9.
为了推导表达形式统一的无粘结CFRP筋部分预应力混凝土梁刚度及裂缝宽度计算公式,定义了无粘结CFRP筋应力增量与有粘结钢筋应力增量的比值为无粘结CFRP筋等效折减系数.在刚度计算公式中用无粘结CFRP筋的等效折减面积与普通钢筋面积之和与截面有效面积之比这一等效纵向受拉钢筋配筋率替代现行规范中的纵向受拉钢筋配筋率,在裂缝宽度计算公式中用无粘结CFRP筋的等效折减面积与普通钢筋面积之和这一等效纵向受拉钢筋面积替代现行规范中的纵向受拉钢筋面积.从而形成了与现行规范相协调的刚度及裂缝宽度计算公式,公式的计算结果与试验结果吻合良好. 相似文献
10.
Different materials have different coefficients of thermal expansion, which is a measure of the change in length for a given change in temperature. When different materials are combined structurally, as in a bonded joint, a temperature change leads to stresses being set up. These stresses are present even in an unloaded joint which has been cured at say 150°C and cooled to room temperature. Further stresses result from operations at even lower temperatures.
In addition to temperature-induced stresses, account also has to be taken of changes in adhesive properties. Low temperatures cause the adhesive to become more brittle (reduced strain to failure), while high temperatures cause the adhesive to become more ductile, but make it less strong and more liable to creep.
Theoretical predictions are made of the strength of a series of aluminium/CFRP joints using three different adhesives at 20°C and 55°C. Various failure criteria are used to show good correlation with experimental results. 相似文献
In addition to temperature-induced stresses, account also has to be taken of changes in adhesive properties. Low temperatures cause the adhesive to become more brittle (reduced strain to failure), while high temperatures cause the adhesive to become more ductile, but make it less strong and more liable to creep.
Theoretical predictions are made of the strength of a series of aluminium/CFRP joints using three different adhesives at 20°C and 55°C. Various failure criteria are used to show good correlation with experimental results. 相似文献