循环荷载下硅藻土应变和孔压特性

针对嵊州硅藻土的高结构性及地基应力场的复杂多变，应用GDS 动三轴仪进行不同围压和不同循环应力比下的不排水循环加载试验，分析应力-应变滞回曲线演化、应变累积特性、回弹特性及孔压特性．研究表明：循环应力比及围压对原状硅藻土应变和孔压的发展规律影响明显，随着循环应力比的增加，滞回曲线由线性状态转变为非线性状态，且逐渐向x 轴倾斜，累计应变和回弹应变都随着循环应力比的增加而略微增加，但总应变基本小于2 %；残余孔压比随循环应力比增大而增大，范围为0.1~0.5．并且存在一个临界循环应力比，其值随有效围压的增大而减小，范围为0.8~2.2，当循环应力比大于该值时，试样内部产生一个破裂面迅速发生破坏．在相同循环应力比下，试样的应变随着有效围压的增大而增大．     

Predicting the nonlinear hereditary viscoelasticity of polymers

A mathematical model for the nonlinear hereditary viscoelasticity of polymer materials is proposed to predict deformation processes of various complexity — from simple relaxation and simple creep to complex deformation-relaxation and reverse relaxation processes with alternative loading and unloading. __________ Translated from Prikladnaya Mekhanika i Tekhnicheskaya Fizika, Vol. 48, No. 6, pp. 147–157, November–December, 2007.     

Elastoplastic stress-strain state of flexible layered shells made of isotropic and transversely isotropic materials with different moduli and subjected to axisymmetric loading

The paper proposes a numerical technique for analysis of the elastoplastic stress-strain state of flexible layered shells of revolution under axisymmetric loading. It is assumed that the shells are made of isotropic and transversely isotropic materials with different moduli in tension and compression. The technique is based on a geometrically nonlinear theory of shells that takes into account the squared angles of rotation and the Kirchhoff-Love hypotheses for a layer stack. The deformation of isotropic materials is described using the theory of deformation along paths of small curvature. The deformation of transversely isotropic materials is described using the theory of elasticity with different moduli in tension and compression. The problem is solved by the method of successive approximations. A numerical example is given __________ Translated from Prikladnaya Mekhanika, Vol. 43, No. 11, pp. 31–42, November 2007.     

钢纤维掺量对活性粉末混凝土力学性能的影响

通过实验研究了活性粉末混凝土的基本力学性能(抗压强度、劈拉强度和抗折强度),分析了钢纤维掺量对活性粉末混凝土力学性能的影响,拟合得到了抗折强度与劈拉强度之间的关系表达式。在实验分析的基础上,建立了不同钢纤维体积含量活性粉末混凝土受压应力-应变全曲线的数学表达式。研究结果表明：钢纤维体积含量在1.0%～3.5% 之间时,活性粉末混凝土的抗压强度、劈拉强度和抗折强度均随着钢纤维掺量的增加而增大;当钢纤维体积含量超过3.5% 后,活性粉末混凝土抗压强度下降,劈拉强度略有提高,而抗折强度仍有明显的提高。     

Stress-Strain Behaviors and Crosslinked Networks Studies of Natural Rubber-Zinc Dimethacrylate Composites

The stress-strain behaviors of natural rubber (NR)-zinc methacrylate (ZDMA) composite have been studied by uniaxial tension. The results indicated that there was a large reinforcement by ZDMA and the NR/ZDMA composites exhibited a high stress-softening effect. Meanwhile, the recovery stretch curve was close to the second stretch curve; thus a weak stress recovery of the composites was shown. The analysis of crosslink density indicated that the damage to the crosslink network was mainly due to the breakage of ionic crosslinks at low strain (100%). A more developed ionic crosslink network was formed at a higher content of ZDMA. When the vulcanizate is subjected to loading in tension, the ionic crosslink network will suffer the force first. Next, the slippage of ionic bonds will take place under the stress. A new ionic crosslink network might be formed rapidly after the ionic bonds were broken during the stretching. Therefore, it could not return to the initial state. The analysis of crosslink density and stress recovery indicated that the rubber chains could be adsorbed to the ZDMA aggregates due to the formation of poly-zinc methacrylate (PZDMA). A molecular analysis of NR/ZDMA composites is proposed in the last part of this article.     

Finite-element modeling of the interaction of reinforcement with concrete matrix

A finite-element model of a reinforced concrete beam with rebars modeled by a 3-D deformable body has been developed. An analysis of the stress-strain state of the beam allowed us to determine the stress distribution on cross sections of the rebars and the location of zones with cracks in concrete. It is found that the break of bond between the reinforcement and concrete goes outside the areas of intensely cracked concrete matrix. __________ Translated from Mekhanika Kompozitnykh Materialov, Vol. 44, No. 3, pp. 309–316, May–June, 2008.     

泵油饱和砂岩黏弹行为的实验研究

通过Metravib热机械分析仪, 用固定静载为100 N、 正弦波动载荷为60 N的应力-应变实验方法, 在温度为-50---175 ℃, 升温速率为1 ℃/min, 频率为1---1000 Hz的条件下, 对泵油饱和长石砂岩、 彭山砂岩样品进行单轴循环加载实验, 研究了饱和多孔岩石在弹性范围内的衰减、 耗散角、 杨氏模量和弹性波波速随温度和频率的变化规律. 取得了随频率增高饱和多孔岩石的衰减峰和耗散角峰的峰位向高温方向移动的热激活弛豫规律, 并求得弛豫峰的激活能和跃迁频率, 以饱和砂岩的特点对此作出了解释. 发现岩石中矿物离子置换时的相变内耗峰, 并用动态观点解释了该相变峰. 还获得杨氏模量和弹性波波速随温度升高而下降、 随频率增高而增大的频散效应, 随温度升高频散效应有减弱的趋势. 该研究结果对理论模型研究具有指导意义, 对地震资料的解释具有实用价值.     

Numerical-Analytic Solution of Boundary-Value Stress-Strain Problems for Rotating Anisotropic Cylinders

A numerical-analytical approach is proposed to solve boundary-value stress-strain problems for hollow inhomogeneous cylinders under centrifugal loading. Their elastic characteristics vary in both radial and circumferential directions. The governing system of ordinary differential equations is derived using Fourier series for stresses and displacements. It is solved by the discrete-orthogonalization method. Solutions to specific problems are exemplified __________ Translated from Prikladnaya Mekhanika, Vol. 41, No. 8, pp. 82–87, August 2005.     

Rock deformation problems

Studies into the stress-strain state of rock mass are reviewed. The solutions of a wide range of applied problems are analyzed and methods used to solve them are generalized. Important areas of further research in rock mechanics are pointed out.__________Translated from Prikladnaya Mekhanika, Vol. 40, No. 12, pp. 3–17, December 2004.