Influence of changes of the bending plane position on the fatigue life

The paper concerns influence of changes of the bending plane position on the fatigue life. The obtained results were analyzed and compared with the fatigue results for oscillatory bending. The applied specimens were smooth, they had round sections, and they were made of the leaded brass CuZn40Pb2 (MO58). The results obtained under cyclic bending with the plane position change were compared with the results obtained for the specimens with the same parameters under pure oscillatory bending. A change of the bending plane position occurred every 10% fatigue life determined under pure oscillatory bending at the given amplitude of the bending moment, according to the defined fatigue characteristics. Calculated values of nominal stress in a cross section were recalculated according with cyclic material properties and values of elasto‐plastic stress were obtained.     

Influence of magnetic annealing on high-frequency magnetic properties of FeCoNd films

FeCoNd thin film with thickness of 166 nm has been fabricated on silicon (1 1 1) substrates by magnetron co-sputtering and annealed for one hour under magnetic field at different temperatures (T_a) from 200 °C to 700 °C. The As-deposited and annealed FeCoNd film samples at T_a ≤ 500 °C were amorphous while the ones obtained at T_a ≥ 600 °C were crystallized. We found that the perpendicular anisotropy field gradually decreases as the annealing temperature increases from room temperature to 300 °C. A well induced in-plane uniaxial anisotropy is achieved at the annealing temperature between 400 and 600 °C. The variation of the dynamic magnetic properties of annealed FeCoNd films can be well explained by the Landau-Lifshitz equation with the variation of the anisotropy field re-distribution and the damping constant upon magnetic annealing. The magnetic annealing might be a powerful post treatment method for high frequency application of magnetic thin films.     

含约束薄膜的单轴拉伸的理论与数值研究

基于微态理论与应变梯度弹性理论框架,对含约束薄膜的单轴拉伸问题进行了研究。推导出在不同微观约束边界条件下薄膜单轴拉伸的解析解,较好的预测了薄膜内的边界层效应。通过分析两种理论之间的内在联系,发现可选取微态理论中的耦合因子作为罚参数,使得微态理论可以退化至应变梯度弹性理论。计算结果表明施加罚参数后的有限元解在边界层区域外...     

有机玻璃板材高低温力学行为试验研究

在温度为80～130℃、应变率为0.001～0.01/s的范围内通过WDW万能试验机对PMMA板材进行了恒应变率下的单轴拉伸试验。结果表明,PMMA板材力学行为具有明显的温度和应变率效应,玻璃态时其真应力-真应变曲线存在明显的非线性;玻璃化转变区以上时其真应力-真应变曲线近似呈线性关系。     

国产环氧沥青混合料抗剪性能试验研究

选取国内研发的7610型环氧沥青为结合料,以最大公称粒径为16 mm的玄武岩为集料,利用单轴贯入试验对不同级配组成的环氧沥青混合料抗剪性能进行了试验研究,并采用正交试验法对不同沥青材料混合料的抗剪性能进行了对比.结果表明,环氧沥青混合料的抗剪性能远优于一般的沥青混合料,对其影响程度较大的因素主要是油石比和4.75 mm...     

基于能量耗散的混凝土单轴受拉损伤模型

从能量耗散的角度,提出了一种由高斯积分算法计算损伤的混凝土单轴受拉损伤模型,推导了损伤变量D的方程式,通过与几种典型的单轴受拉损伤模型进行了比较,初步验证了本文模型,表明本模型形式简单、精确度高、工程应用方便。     

开挖扰动区内岩石的压密特性和强度恢复性研究

 利用交替变换荷载速率试验研究压密后岩石试样的强度恢复和荷载速率依存性。首先,分别对田下凝灰岩、来待砂岩、河津凝灰岩和三城目安山岩4种岩石试样在空心圆筒内进行压缩破坏,然后持续轴向加载,压密破坏后的岩石试样。从空心圆筒中推出压密后的试样,进行单轴压缩下的交替变换荷载速率试验,即按一定应变或位移间隔,对同一试样交替施加高低2种不同的荷载速率,得到对应于2种荷载速率的应力–应变曲线。在整个交替变换荷载速率试验过程中,应力随荷载速率的切换而增减。从交替变换荷载速率试验得到的应力–应变曲线上的荷载速率切换点出发,利用3次样条曲线拟合得到2条对应于高低2种荷载速率的应力–应变曲线,并求解强度点处荷载速率依存性参数n。试验结果表明,田下凝灰岩、来待砂岩和河津凝灰岩的强度恢复现象明显,单轴抗压强度随着压密试验中轴向最大荷载的增加而增加,但没有观察到三城目安山岩的强度恢复现象。当压密试验中的最大轴向荷载较大时,压密后的试样的荷载速率依存性与完整试样的基本一致。当压密试验中的最大轴向荷载较小时,从极大和极小2个方面求解荷载速率依存性参数n,得出完整试样的n值介于压密试样的极大值 和极小值 之间,且差值不大。研究结果表明,在进行适当支护之后,随着时间的推移,开挖扰动区内的岩石存在强度恢复的可能性,且今后利用数值模拟考虑开挖扰动区内的岩石强度恢复特性和时间依存性时,在本构方程中可以采用与完整围岩区域一样的参数,从而简化数值模拟程序。     

煤岩冲击倾向性研究

 基于大量试验数据,系统分析煤岩冲击倾向性各种指标的相关数据,并针对现有行业标准中关于煤岩冲击倾向性评价存在的问题,提出将煤的单轴抗压强度作为评价煤层冲击倾向性的新指标,并给出判据;对原煤矿顶板岩层冲击倾向性指标的适用性进行分析,并指出不足,提出并推导出新的基于简支梁模型的顶板岩层冲击倾向性计算公式及其界定指标;分析脆性系数、含水率等与冲击倾向性之间的相关性。研究结果表明,煤的单轴抗压强度可以作为煤层冲击倾向性评价指标;依据简支梁模型确定的弯曲能量指数的计算公式,其计算结果与现场实际情况相吻合。     

含天然贯通弱面石灰岩试样的力学性质研究

 为研究天然弱面对岩石力学特性的影响,对40个完整和含有53°～90°倾角的天然贯通弱面石灰岩试样进行纵波速度测试、单轴和常规三轴压缩试验。试验结果表明：纵波速度与弱面倾角和单轴抗压强度并没有明确的关系。试样破坏有沿弱面滑移、穿切弱面和复合破坏3种形式：弱面倾角为65°～80°时易沿弱面滑移破坏,强度明显偏低;弱面倾角小于65°或大于80°时出现穿切弱面破坏,强度和破裂角大致满足Coulomb 强度准则;有2个试样发生复合破坏,强度介于两者之间。石灰岩充填弱面的材料与主体类似,因而与完整试样具有相同的内摩擦因数 0.944;据此可以从三轴压缩强度扣除围压影响,得到40个试样材料强度为30.3～177.1 MPa,平均值为121.3 MPa,标准差为32.6 MPa,大致服从正态分布规律。因最弱断面的方向随试样而不同,其黏聚力也存在显著差异,引起试样三轴压缩的强度和破坏方式的显著不同。     

Experimental research on creep behaviors of sandstone under uniaxial compressive and tensile stresses

The consideration of time dependence is essential for the study of deformation and fracturing processes of rock materials, especially for those subjected to strong compressive and tensile stresses. In this paper, the self-developed direct tension device and creep testing machine RLW-2000M are used to conduct the creep tests on red sandstone under uniaxial compressive and tensile stresses. The short-term and long-term creep behaviors of rocks under compressive and tensile stresses are investigated, as well as the long-term strength of rocks. It is shown that, under low-stress levels, the creep curve of sandstone consists of decay and steady creep stages; while under high-stress levels, it presents the accelerated creep stage and creep fracture presents characteristics of brittle materials. The relationship between tensile stress and time under uniaxial tension is also put forward. Finally, a nonlinear viscoelastoplastic creep model is used to describe the creep behaviors of rocks under uniaxial compressive and tensile stresses.