镍－碳化硅复合电镀的研究     

黄辉  林志成  阳范文 《湖南农业大学学报(自然科学版)》1996,23(4)

报道了瓦特型镍－碳化硅复合电沉积过程，研究了ＳｉＣ微粒的表面活性剂处理，粒子浓度阴极电流密度，搅拌和ｐＨ值等因素对镀层硬度和耐磨性的影响。结果表明，在最佳的工艺条件下，可制备出性能优良的复合镀层（９％～１０％ＳｉＣ含量）其硬度是纯Ｎｉ的４～５倍，耐磨性是纯Ｎｉ的５～６倍。  相似文献   

高效预应力混凝土框架的试验研究     

廖莎 《湖南农业大学学报(自然科学版)》1996,23(6)

通过２榀预应力混凝土叠合框架１：３比例的模型试验，了解了叠合梁框架在竖向荷载作用下的受力性能。讨论了叠合梁截面应变分布特点，并分析了梁的配筋率这一主要参数对框架极限承载力和破坏形态的影响。  相似文献   

浅谈CFG桩复合地基     

宿绍平 《林业科技情报》2006,38(3):44-45

CFG桩是一种新的加固地基方法。具有适用范围广、加固地基效果明显、综合利用粉煤灰和工业废渣等优点。经济效益和社会效益好,极有推广价值。  相似文献   

LLDPE/PS塑料合金及其与木纤维形成复合材料的研究   总被引：6，自引：0，他引：6  

郭文静  王正 《林业科学》2006,42(3):59-66

研究线性低密度聚乙烯(LLDPE)与聚苯乙烯(PS)共混制备的塑料合金的性能并用不同制备条件的塑料合金与木纤维复合形成塑料合金/木纤维复合材料,研究该种复合材料的外观质量及物理力学性能.结果表明:不同共混比例与共混温度对制备的塑料合金熔体流动性、力学强度有较显著影响.塑料合金/木纤维复合材料的性能与塑料合金共混比例及共混温度有较强的相关性.2种塑料在共混比为50/50,共混温度为200℃时,形成的塑料合金与木纤维具有相对最好的相容性和最好的材料外观质量与力学性能.DMA试验表明:塑料合金/木纤维复合材料的耐热性明显优于相应的塑料合金.  相似文献   

海绵体式复合植被毯及屋顶绿化技术     

彭金平  殷金岩  许建新  骆华容  莫惠芝  王丽  何新杰  任国香 《农业科学与技术》2016,(12):2847-2849

屋顶绿化是改善城市生态环境的重要途径,具有良好的生态和社会效益,但对建设投资方来说一次性投入增加较大,推广难度较大。为此,该文从海绵体式复合植被毯工艺与屋面施工流程等方面进行系统的介绍,突破传统的植被毯屋顶绿化形式,形成了一套造价低、维护简易,又有良好生态效益的海绵体式复合植被毯屋顶绿化形式。  相似文献   

Current Status of DIMOX in Synthesizing Al/Al2O3 by Aluminum Alloy     

ZHOU Zheng 《保鲜与加工》2002,(6):139-142

The processes, microstructures, properties and mechanisms of DIMOX in synthesizing Al/Al 2O 3 by Al-Mg-Si alloy are reviewed and their problems are considered mainly as following:non_homogeneous oxidation growth of Al/Al 2O 3 at the surface of melts and the porosity of Al/Al 2O 3 limites structural application of Al/Al 2O 3 composite. The mechanisms and models of microchannel,magnesium action,silicon action,and induction are outlined. Several problems which need to be noticed are pointed out,which are diffusion and transfer of oxygen in aluminium melts;the role of MgO and MgAl 2O 4 at outer layer;the reaction feature of solid_gas in the oxidation microstructures of Al_Mg_Si alloy;SiO 2 induction mechanism of silicon and its correlation with the mechanism of magnesium action in Al_Mg_Si alloy.  相似文献   

The Study of the Micrcostructure and Properties of Iron-baswd Metal and Ceramic Compcoite Material     

shi Gongqi  Ding Peidao  Tang Jianxing 《保鲜与加工》1995,(4):55-60

  相似文献   

Analysis of Load-bearing Characteristics of Concrete Pile Composite Foundation     

HU Zhi~  WANG Xian-neng~  HU Dai-wen~  DAI Jun~ 《保鲜与加工》2004,(3):46-50

Some conclusions were drawn from two groups of in-site tests on concrete pile composite foundations. In the tests, it was found that the pressure under the rigid loading slab is different, in which the pressure under the center of the slab is the less and under the edge of the slab is the biggest. The pile-soil stress ratio is not a constant; it increases with the adding of the load. Most of the pile-soil ratio vary from 9 to 13 in these tests and the load that the piles share can be more than seventy percent of the whole load. It was proved that the bearing capacity of the concrete pile composite foundation is high with a little settlement, so it will be used more and more in the future.  相似文献   

Effects of Stitcing on the Buckling Strength of Stitched Composite Laminates     

WEI Yu-qing~  CHEN Bin~ 《保鲜与加工》2004,(7):24-27

A theoretic model is proposed based on the mechanism of the buckling failure of the stitched composite laminates containing delaminations. The buckling strength of the stitched composite laminates under the in-plane compressive load is predicted. The critical percentage elongation of the stitching thread is taken into account as a control parameter of the buckling failure. The energy method is used to calculate the buckling strength of the stitched composite laminates, and the minimal potential energy is used to calculate that of the unstitched composite laminates. The result shows that the buckling strength of the stitched composite laminates is larger than that of the unstitched composite laminates. The effects of stitching technical parameters such as the stitch thread diameter, stitch step and stitch space on the stitched composite laminates are also analyzed.  相似文献   

FEM on Coupled Hydromechanical Dynamic Response of Geogrid Reinforced Soil Retaining Wall     

ZHOU Shi - liang  WANG Duo - yin 《保鲜与加工》2006,(5):38-42

Geogrid reinforced soil retaining wall(GRSRW) is composed of panel,geogrid and soil,its coupled hydromechanical structural characteristics are increasingly emphasized in practice.In this paper,based on the characteristics of the reinforcement-soil interaction,the grogrid and soil around it with a definite thickness were regarded as a kind of composite material with strain-compatible condition.A saturated porous media model was introduced to simulate the soil and reinforcement-soil composite material hereby and the mathematic model for numerical analysis on structural characteristics of GRSRW was built up.The FEM equations were deduced from the standard Galerkin procedure,resolving these equations,we can gain the relevant dynamic response of saturated GRSRW.  相似文献