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1.
Yan-yan Ma 《浙江大学学报(A卷英文版)》2008,9(7):916-921
To take into account the couple stress effects, a modified Reynolds equation is derived for dynamically loaded journal beatings with the consideration of the elasticity of the liner. The numerical results show that the influence of couple stresses on the bearing characteristics is significant. Compared with Newtonian lubricants, lubricants with couple stresses increase the fluid film pressure, as a result enhance the load-carrying capacity and reduce the friction coefficient. However, since the elasticity of the liner weakens the couple stress effect, elastic liners yield a reduction in the load-carrying capacity and an increase in the friction coefficient. The elastic deformation of the bearing liner should be considered in an accurate performance evaluation of the journal bearing. 相似文献
2.
INTRODUCTION For moderate thickness plate containing notches or holes, neither plane stress nor plane strain theory can describe its true deformation states (Jin and Hwang, 1989). This well known drawback has mo- tivated many analytical and numerical studies carried out to determine the effect of plate thickness on the in-plane stress distribution. Pioneering work on the along depth stress components, i.e. the K-M gener- alized plane strain theory was proposed by Kane and Mindlin (1956)… 相似文献
3.
在含能材料中添加高分子粘结剂来制备高聚物粘结炸药(PBXs)是改善其力学性能的一种重要手段。含能材料1,1’-二羟基-5,5’-联四唑二羟胺盐(TKX-50)具有高储能、高爆速、低灵敏度和低毒性等特点。将TKX-50分别与HMX和RDX混合得到TKX-50/HMX混合体系和TKX-50/RDX混合体系。该文利用分子动力学(MD)模拟分别计算在TKX-50、TKX-50/HMX混合体系和TKX-50/RDX混合体系中添加聚双(叠氮基甲基)氧杂环丁烷(poly-BAMO)和聚双(氟甲基)氧杂环丁烷(poly-BFMO)形成的PBXs的力学性能。基于弹性力学原理计算的结果表明,TKX-50/高聚物PBXs的杨氏模量E、剪切模量G、体积模量K较纯的TKX-50晶体模量均有下降。且模量随所加入poly-BAMO和poly-BFMO的质量分数增加而降低越多,其中poly-BFMO对PBXs弹性和塑性的提高比poly-BAMO更显著。TKX-50/HMX混合体系的PBXs与TKX-50/RDX混合体系的PBXs的K/G值分别相比TKX-50/HMX混合体系与TKX-50/RDX混合体系下降。在TKX-50/RDX混合体系中添加poly-BAMO或者poly-BFMO形成的PBXs相比TKX-50/RDX混合体系硬度增大,弹性下降。 相似文献
4.
为了确定正交异性钢桥面铺装受力状态并为设计提供参考,运用子模型有限元法分析了桥梁整体变形及局部轮载作用下铺装内部受力状态及应变分布特点.为优化设计铺装层结构,分析了铺装层模量对其应变状态影响.分析结果表明:大跨径钢桥整桥变形对铺装层受力状态影响很小,钢桥面铺装设计的控制受力因素是轮载局部作用下铺装层的横向应变,铺装层模量对铺装层的受力状态有显著影响,通过提高铺装层刚度过渡层的结构优化设计措施可以显著改善铺装层的受力状态,降低铺装层的应变水平.分别对环氧沥青混凝土、SBS改性沥青SMA和Rosphalt改性沥青混凝土的模量及疲劳性能进行了试验评价,可以为桥面铺装结构组合设计提供参考数据. 相似文献
5.
To evaluate the strength attenuation law of soft rock in the western mining area of China, we established an evolution model for the strength parameters of soft mudstone at the post-peak stage by employing a tri-linear strain softening model. In the model, a stiffness degradation coefficient co and a softening modulus coefficient a were introduced to take into account the stiff- ness degradation, and the subsequent yield surfaces at post-peak stage were all assumed to meet the Molar-Coulomb yield criterion. Furthermore, attenuation laws of stiffness and strength parameters of soft mudstone were analyzed according to an engineering case. Finally, the model＇s accuracy was verified by comparison of results from numerical calculation and tri-axial compression tests. Results showed that the attenuation of the friction angle was dominated mainly by the instantaneous stress states and damage features, while the attenuation law of cohesion was also related to the plastic behavior. The degradation rates of strength param- eters decreased with increasing confining pressure and the friction angle tended towards its initial value. Residual strengths were also enhanced with increasing confming pressure. The results indicate that the evolution model can accurately describe the strain softening behavior of soft rock. 相似文献
6.
有限板宽孔边应力集中的非线性有限元分析 总被引：1，自引：0，他引：1
对有限板宽孔边应力集中问题进行非线性有限元分析,分析结果表明,孔边应力集中系数不仅与板宽、孔径大小有关,而且还与材料的性质、所处的状态也有关. 相似文献
7.
周建萍 《天津大学学报(英文版)》2007,13(3):231-234
The use of high strength geosynthetic in the base ofembankments constructed over soft soil layers is a commonpractice.Those embankments are called geosynthetic-rein-forced embankments (GRE) . Geosynthetic reinforcementcanimprove stability,decrease lateral and vertical soil de-formations under working conditions , and allow embank-ments to be constructedto greater height[1].However ,the effectiveness of geosynthetic reinforce-mentin GREvaries greatlyin different cases .Despitethereare many s… 相似文献
8.
ZHOU Jianping 《天津大学学报(英文版)》2007,13(3)
Based on finite element (FE) method, an analysis program of geosynthetic-reinforcement embankments (GRE) is proposed. The improvement of stress field of surface layer of GRE after reinforcement can be indicated by this program. The comparison of failure area ratio of foundation soil before and after reinforcement is made, so that the efficiency of geosynthetic reinforcement under different soft soil properties can be shown. The embankment soil is simulated with Duncan-Chang model in this program, while reinforcement is modeled with linear elastic model and interface of reinforcement-soil by Goodman elements. Parameters about foundation soil, such as cohesion, inner friction angle and unit weight are considered, as well as three Duncan-Chang model parameters: modulus coefficient, bulk modulus coefficient and break ratio. The relationship between those soil parameters and failure area ratio indicate the reinforcement efficiency of GRE. The results show the cohesion and inner friction angle are the most important parameters for reducing the failure area,while modulus coefficient and bulk modulus coefficient, have little effect on the calculation results; the reinforcement efficiency is low if the cohesion and inner friction angle of foundation soil are too small or too big; different foundation soil will get different conclusions. The selection of model parameter is an important procedure for accurate modeling of GRE by numerical method. 相似文献
9.
The elastic-plastic singular stress field near an interface edge of bounded linear hardening material is substantially as
same as that of bonded elastic materials whose Young's modulus and Poisson ratio are substituted by equivalent values, respectively.
Further investigation by the elasto-plastic boundary element method (BEM) on the stress field near the interface edge showed
that the stress field there can be divided into three regions: the domain region of the elastic-plastic singular stress field,
the transitional region and the elastic region. The domain region of the elastic-plastic singular stress becomes larger with
the increasing of the linear hardening coefficient. When the linear hardening coefficient decreases to a certain value, the
effective stress in most of the yield zone equals approximately the yield stress. The stress distribution in the elastic region
under small-scale yielding condition was also investigated.
Project (No. 19972060) supported by the National Natural Science Foundation of China. 相似文献
10.
应用线弹性微结构理论和黏弹性理论,讨论了带孔隙损伤的黏弹性材料压力容器问题.所得的解是准静态的.应力的解和线弹性的压力容器的应力解相同,位移场和损伤场与带孔隙损伤的线弹性材料压力容器问题的位移场和损伤场相似. 相似文献
11.
通过对安徽省1978—2011年全要素生产率进行估算,实证分析资本和劳动在经济增长中的产出弹性以及各年的全要素生产率及其增长率。通过对1978-2011年间不同子期间进行划分,评析改革开放、治理整顿、软着陆以及金融危机等因素对全要素增长率的影响,并分析全要素生产率的增长对产出的贡献,提出促进安徽经济增长的建议。研究发现,安徽全要素生产率的增长对经济增长有重要作用。 相似文献
12.
分别定义了松散指数和分层指数描述物料松散和分层的优劣情况,并与筛机参数进行建模分析,得到振动参数对物料的松散和分层具有较大的影响权重,分析了振动参数对松散指数和分层指数的影响规律。利用布谷鸟寻优算法对松散指数和分层指数进行双目标优化,寻求能同时满足较优松散效果和分层效果的参数组合。寻优所得的筛机参数组合为:振动频率20 Hz,振动幅度2.5 mm,振动方向角18°,筛网倾角18°,筛网长度160 mm,筛孔尺寸1.0 mm,筛丝直径0.8 mm。 相似文献
13.
龚三乐 《广西师范大学学报(哲学社会科学版)》2011,47(5)
FD I技术外溢存在地区差异。利用区域面板数据,基于Cobb-D oug las生产函数构建对数线性回归计量模型估计广西各地资本、劳动产出弹性,并估算各地全要素生产率;建立全要素生产率影响因素变系数面板模型(SUR模型),测算FD I技术外溢作用影响系数。结果表明,广西各地区FD I技术外溢效用存在规律性差异,开放程度越高、经济发展越快的地区,技术外溢效应越显著,越有利于技术进步。 相似文献
14.
Constitutive model of saturated soft clay with cyclic loads under unconsolidated undrained condition
An equivalent visco-elastic model of saturated soft clay was studied under unconsolidated undrained (UU) condition, which can be used to evaluate the stability of ocean foundation. Cyclic triaxial compression and extension tests were conducted to study the parameters of the model. Results showed that the relationships of the damping ratio and the octahedral shear modulus with the octahedral cyclic shear strain were nearly unique, when the initial octahedral shear stress ratios of specimens were equal to 0.3, 0.5 and 0.7. The relationships of the damping ratio and the octahedral shear modulus with the octahedral cyclic shear strain determined from the cyclic triaxial compression tests were basically the same as those determined from the cyclic triaxial extension tests. Furthermore, the relationships were not related to the initial stress condition, the test stress state and the octahedral cyclic shear stress ratio. The relationships determined from the cyclic triaxial tests under no deviatoric stress were basically the same as those determined from the cyclic triaxial tests under deviatoric stress. The change of the octahedral cyclic accumulative strain with the number of cycles was unique under different tests stress states. An equivalent visco-elastic constitutive model of saturated soft clay under UU condition was initially established. 相似文献
15.
The active control of rotor vibration was studied while shape memory alloy (SMA) spring component was chosen as bearing of rotor system. The vibration of rotor system was controlled by the phase transformation of SMA with electric heating method. The SMA spring component has nonlinear coupling problem of thermal stress and thermal elasticity, because thermal constants α,β and elasticity constants γ, G vary with temperature when temperature changes sharply. Because δ,ε were both small parameters, their square items could be ignored and approximate results were obtained by perturbation. The characters of α,β, γ, G changing with temperature were analyzed. Results show that the character of thermal diffusivity ot changes with temperature, which cannot influence U,Ψ,So the nonlinearity of ot can be ignored; the character of,β changes with temperature,which cannot influence U, but influences Ψ at high temperature; the character of γ, G change with temperature, which cannot influence Ψ, but influences U with U^(01) ε. The more γ ,G, the more their influence on U;the nonlinearity of βT/pcvεkk influences U and Ψ, which must be calculated. 相似文献
16.
The parameters obtained from oedometric consolidation tests are commonly used in the development of constitutive modeling and for engineering practice. This paper focuses on the influence of the natural deposition plane orientation on oe- dometric consolidation behavior of three natural clays from the southeast coast of China. Oedometer tests were conducted on intact specimens prepared by sampling at a series of angles relative to the natural deposition plane. For each specimen, yield stress, compressibility indexes, secondary compression, and permeability coefficients were determined. The influence of the sampling angle on these properties was investigated, revealing that yield stress, compression index, swelling index, creep index, ratio of secondary compression coefficient to compression index （Cae/JCc） and permeability coefficient were all dependent to some extent on the sampling angle. These findings indicate the role of the anisotropy due to the natural deposition on the oedometric con- solidation behavior. 相似文献
17.
Mechanical and physical properties, such as tensile strength, elongation at break, modulus of elasticity, Shore D hardness,
melt flow rate (MFR), and electrical and thermal conductivities of composites with high density polyethylene matrix reinforced
with Al powders were investigated experimentally. Measurements of the mechanical and physical properties were performed up
to a reinforcing component concentration of 30% volume Al powder and compared with mathematical models from the literature.
The obtained results have shown that experimental data were in good agreement with theoretical data. The ultimate tensile
strength (UTS) and elongation at break decreased with increasing Al powder content, which was attributed to the introduction
of discontinuities in the polymer structure, and modulus of elasticity increased with increasing Al content. The composite
preparation conditions allowed the formation of a random distribution of metallic particles in the polymer matrix volume for
system high density polyethylene-Al (HDPE-Al). There was a cluster formation of Al particles at higher Al contents in the
polymer matrix. Electrical and thermal conductivity values of HDPE-Al composites were higher than pure HDPE values. 相似文献
18.
姚志雄 《福建工程学院学报》2015,(1):10-14,53
结合福建当地材料,配置C50等级高性能混凝土,研究不同矿物质及掺量对拌合物工作性、劈裂强度及耐久性等影响。试验得到粉煤灰、矿粉在改善拌合物工作性、抗渗性及劈裂强度等指标的较优掺量及影响规律。双掺性能更优,体现了其在粒形级配改善,工作性提高及火山灰效应的复合优势。提出可综合考虑质量变化率、相对动弹性模量及强度等的混凝土损伤程度指标,对混凝土在快速冻融、盐水腐蚀等因素共同作用下的损伤情况进行半定量评估。结果表明,素混凝土损伤程度最大,而矿粉掺量20%和粉煤灰掺量15%的损伤指标明显降低,表明该掺量下混凝土的耐久性能明显提高。 相似文献
19.
Numerical Derivation of Strain Rate Effects on Material Properties of Masonry with Solid Clay Bricks
In this paper, numerical method is used to study the strain rate effect on masonry materials. A typical unit of masonry is selected to serve as a representative volume element (RVE). Numerical model of RVE is established with detailed distinctive modeling of brick and mortar with their respective dynamic material properties obtained from laboratory tests. The behavior of brick and mortar are characterized by a dynamic damage model that accounts for rate-sensitive and pressuredependent properties of masonry materials. Dynamic loads of different loading rates are applied to RVE. The equivalent homogenized uniaxial compressive strength, threshold strain and elastic modulus in three directions of the masonry are derived from the simulated responses of the RVE. The strain rate effect on the masonry material with clay brick and mortar, such as the dynamic increase factor (DIF) of the ultimate strength and elastic modulus as a function of strain rate are derived from the numerical results. 相似文献
20.
研究了开挖对承载力极限状态(ULS) 、正常使用极限状态(SLS) 和系统可靠度(SYS) 的影响,并基于开挖条件下承载力折减系数分别给出 ULS 可靠度指标、SLS 可靠度指标和 SYS 可靠度指标的计算方法. 研究得出 SLS 承载力和 USL 承载力的比值ξ对 SLS 可靠度和 SYS 可靠度有显著影响,并将这一比值的均值μξ当作随机变量,研究了 SLS 可靠度和 SYS 可靠度. 算例分析表明: 开挖深度和开挖直径对承载力折减系数和可靠度指标有显著影响; 随着开挖深度的增大,可靠度指标有很显著的减小; 当开挖深度较大时,开挖直径对可靠度指标的影响较大. 此外,μξ对 SLY 和 SYS 可靠度指标的影响很大,要更精确地估计μξ,需对μξ进行深入的研究. 相似文献