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81.
The coupling efficiency of seven coupling agents in wood–polymer composites (WPC) was investigated in this study. The improvement on the interfacial bonding strength, flexural modulus, and other mechanical properties of the resultant wood fiber/high‐density polyethylene (HDPE) composites was mainly related to the coupling agent type, function groups, molecular weight, concentration, and chain structure. As a coupling agent, maleated polyethylene (MAPE) had a better performance in WPC than oxidized polyethylene (OPE) and pure polyethylene (PPE) because of its stronger interfacial bonding. A combination of the acid number, molecular weight, and concentration of coupling agents had a significant effect on the interfacial bonding in WPC. The coupling agents with a high molecular weight, moderate acid number, and low concentration level were preferred to improve interfacial adhesion in WPC. The backbone structure of coupling agents also affected the interfacial bonding strength. Compared with the untreated composites, modified composites improved the interfacial bonding strength by 140% on maximum and the flexural storage modulus by 29%. According to the statistical analysis, 226D and 100D were the best of the seven coupling agents. The coupling agent performance was illustrated with the brush, switch, and amorphous structures. © 2005 Wiley Periodicals, Inc. J Appl Polym Sci 96: 93–102, 2005  相似文献   
82.
建立了双旋转偏重激振的惯性往复振动机械的状态方程,将该状态方程与两驱动电机的状态方程一起组成机电耦合系统的数学模型,对不同阻尼的机电耦合数学模型进行数值求解,得到不同阻尼时系统的瞬态和稳态解.通过综合分析系统阻尼对最大共振振幅、启动时间、稳态功率消耗及阻尼力的影响,提出了惯性往复振动机械阻尼率的合理设计值为0.1左右.  相似文献   
83.
讨论了两个自旋为h/2的电子的能级,本征波函数的求解及粒子处于z轴上的概率问题.通过两种不同的的方法得到了粒子处于z轴负方向上的概率,加深了对耦合表象下两个电子自旋性质的掌握,拓宽了量子力学的理论计算的思路.  相似文献   
84.
In order to consider the influence of temperature and stress fields on the migration of radioactive nuclide with underground water movement, an elastoplastic model and a 2D FEM code for analysis of coupled thermo-hydro-mechanical (THM) processes in saturated and unsaturated porous media were extended and improved through introducing the percolation and migration equation, so that the code can be used for solving the temperature field, flow field, stress field and nuclide concentration field simultaneously. The states of temperatures, pore pressures and nuclide concentrations in the near field of a hypothetical nuclear waste repository were investigated. The influence of the half life of the radioactive nuclide on the temporal change of nuclide concentration was analyzed considering the thermo-hydro-mechanical-migratory coupling. The results show that, at the boundary of the vitrified waste, the concentration of radioactive nuclide with a half life of 10 a falls after a period of rising, with the maximum value of 0.182 mol/m3 and the minimum value of 0.181 mol/m3 at the end of computation. For a half life of 1 000 a, the concentration of radioactive nuclide always increases with the increase of the time during the computation period; and the maximum value is 1.686 mol/m3 at the end of the computation. Therefore, under the condition of THM coupling, the concentration of radioactive nuclide with a shorter half life will decrease more quickly with water flow; but for the radioactive nuclide with a longer half life, its concentration will keep at a higher level for a longer time in the migration process.  相似文献   
85.
The magnetic force microscopy and a sample vibrating magnetometer have been used to investigate the domain structure in two antiferromagnetically coupled Co/Pt multilayers.In the antiferromagnetic coupled[Pt(0.5 nm)/Co(0.4 nm)]_n/NiO(1.1 nm)/[Co(0.4 nm)/Pt(0.5 nm)]_n multilayers with perpendicular anisotropy,the antiferromagnetic interlayer coupling strength increases linearly with the repetition number n in Co/Pt multilayers.In demagnetized states,relatively shifted domain walls in the two Co/Pt multila...  相似文献   
86.
首先采用弹性理论对立井井壁进行了分析,建立了井壁破坏的理论模型,进而采用通用有限元软件ANSYS,建立了立井井壁的大型三维分离式有限元数值模型。运用这两种模型详细研究了多种荷载耦合作用对立井井壁的影响,多种荷载包括:随深度变化的土压力、随时间变化的疏水附加力以及井壁自身重量。确定了立井井壁在这三种荷载综合作用下的应力、应变集中区,论证了井壁破坏理论中疏水附加力理论的正确性,对井壁设计理论以及加固区域的确定提供了一定的理论指导。本文有限元模型的建立方法以及得到的结论,在一定程度上丰富了立井井壁理论的内容,增加了立井井壁理论研究的方法,促进了井壁附加应力说的发展。  相似文献   
87.
To provide a seepage-stress coupling constitutive model that can directly describe the seepage-stress coupling relationship, a series of one-dimensional seepage-stress coupling tests on two kinds of soft rock (argillaceous siltstone and brown mudstone) were performed by using an MTS-815.02 tri-axial rock mechanics test system, with which the stress—strain curves according to the seepage variation were obtained. Based on the experimental results and by employing Hooke’s law, the formulation of the coefficient of strain-dependent permeability was presented and introduced to establish a coupling model. In addition, the mathematical expression and the incremental formulation for coupling model were advanced, in which five parameters that can be respectively determined by using the experimental results were included. The calculated results show that the proposed coupling model is capable of simulating the stress—strain relationship with considering the seepage-stress coupling in the nonlinear elastic stage of two kinds of soft rock. Foundation item: Projects(50378069, 50639090) supported by the National Natural Science Foundation of China; Project(50639090) supported by the Joint Fund of Yalong River Hydropower Development, China  相似文献   
88.
在分析岩土介质渗流场与应力场耦合的用机理的基础上,建立二者耦合模型。以此为基础,针对具体的尾矿坝,进行渗流场与应力场相互耦合的数值模拟。模拟计算了单独考虑渗流场,单独考虑应力场以及两场耦合情况,并将三种情况进行了对比分析。结果表明:在耦合场中渗流量比单独计算时小;耦合场中沉降量比单独计算时大,且最大沉降量发生区域大致相同;耦合场中各向应力总量最大值比非耦合场中大,局部出现应力集中现象;耦合场中应力等值线分布规律与非耦合场基本一致。  相似文献   
89.
夏季极端环境下住宅墙体EPS保温体系热结构耦合分析   总被引:2,自引:0,他引:2  
以居住建筑保温工程中一个典型开间的外墙为研究对象,采用有限元数值模拟方法,分析了EPS板薄抹灰外墙外保温复合墙体在夏季极端高温、骤降暴雨环境下的热结构耦合反应,结果表明:外界不利环境是引起裂缝或脱落的主要因素之一;聚苯板具有良好的隔热效果;窗洞四角变形较大,是容易出现问题的地方,应当引起重视;由于砂浆与EPS板的交界处变形不协调,裂缝会首先出现在砂浆层或者与EPS板的交界处.  相似文献   
90.
With the models of stress corrosion and pressure solution, by Yasuhara et al., two computation conditions were designed for a hypothetical nuclear waste repository in an unsaturated dual-porosity rock mass: (i) the fracture apertures are changed with the stress corrosion and pressure solution (the porosity of rock matrix is also a function of stress); (ii) the fracture apertures and the porosity of rock matrix are constants. Then the corresponding two-dimensional FEM analyses for the coupled thermohydro-mec...  相似文献   
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