Elastic and anelastic anomalies in (Ca,Sr)TiO3 perovskites: Analogue behaviour for silicate perovskites

Values of bulk modulus (K), shear modulus (G) and mechanical quality factor (Q) have been determined for polycrystalline samples across the CaTiO₃ (CST0)–SrTiO₃ (CST100) solid solution by resonant ultrasound spectroscopy. Because of similarities with low frequency elastic and anelastic anomalies due to twin wall motion reported in previous studies, a working hypothesis is developed in which dissipation processes are interpreted in terms of twin wall displacements. At high temperatures in CST50 the stability field of the I4/mcm structure is marked by the disappearance of all resonance peaks (superattenuation). This is attributed to anelastic domain wall sliding. At room temperature the I4/mcm phase of CST70 and CST80 has values of G which are lower than those of cubic or orthorhombic phases, and a concomitant drop in Q is interpreted as implying that the domain wall pinning process reported elsewhere to occur below 400–450 K is only partial. A similar drop in G and Q was found in CST95 below the transition at 238 K. The I4/mcm ↔ Pbcm transition in CST70 at 230 K is marked by an abrupt increase in Q, suggesting that mobile twins in crystals with the I4/mcm structure become effectively immobile in antiferroelectric crystals with the Pbcm structure. The I4/mcm ↔ Pnma transition in CST50 is marked by a similarly abrupt increase in Q, consistent with twin walls becoming effectively immobile also in crystals with the Pnma structure. A fall in Q below 800 K in CST0, however, could imply that a degree of twin wall mobility might develop in Pnma crystals if the tetragonal spontaneous strain departs significantly from zero. The remarkable attenuation behaviour of crystals with the I4/mcm structure at the relatively low stress conditions which apply during resonances of a parallelepiped with edge dimensions of 2–4 mm, is consistent with the view that a characteristic signature for tetragonal CaSiO₃ in the Earth's lower mantle should be a marked attenuation of seismic waves.     

核磁共振测井T2cutoff确定方法及适用性分析

T2cutoff是核磁共振测井中的一个重要参数,它决定了核磁共振测井测量的有效孔隙度、渗透率、自由流体饱和度、束缚水饱和度等参数的精确程度.目前国内外普遍选取的T2cutoff为:砂泥岩储层取33ms,碳酸盐岩储层取92ms.实际研究发现T2cutoff应是变化的量而并非单一值.简单的运用单一的T2cutoff来计算各种地层参数势必会产生误差甚至得出错误的解释结论.叙述了33ms作为T2cutoff的由来及其不合理性,同时分析了目前国内外确定T2cutoff的各种方法及其适用性.     

Nonlinear finite element analysis of high-strength concrete columns and experimental verification

This paper describes a nonlinear finite element （FE） analysis of high strength concrete （HSC） columns, and verifies the results through laboratory experiments. First, a cyclically lateral loading test on nine cantilever column specimens of HSC is described and a numerical simulation is presented to verify the adopted FE models. Next, based on the FE model for specimen No.6, numerical simulations for 70 cases, in which different concrete strengths, stirrup ratios and axial load ratios are considered, are presented to explore the effect of these parameters on the behavior of the HSC columns, and to check the rationality of requirements for these columns specified in the China Code for Seismic Design of Buildings （GB 50011- 2001）. In addition, three cases with different stirrup strengths are analyzed to investigate their effect on the behavior of HSC columns. Finally, based on the numerical results some conclusions are presented.     

初始中主应力系数对中密粉煤灰动模量阻尼比影响的试验研究

利用土工静力-动力液压三轴-扭转多功能剪切仪,开展了在三向非均等固结状态下的饱和中密粉煤灰循环扭剪试验。着重探讨了初始中主应力系数对饱和中密粉煤灰的动模量和阻尼比特性的影响。试验结果表明：初始中主应力系数对粉煤灰动剪切模量有一定的影响,对阻尼比没有影响。根据仪器量测系统的特点,采用了大小位移计联合测量角位移的方法,不仅能够提高测试精度,而且能够获得完整的动模量和阻尼比随动剪应变幅值的变化过程。     

水泥土搅拌桩桩身质量的电阻率分析

通过对某高速公路软基处理试验段水泥土搅拌桩芯样强度与电阻率指标的分析发现,水泥土搅拌桩的桩身质量与其施工工艺密切相关;在特定的施工工艺条件下,水泥掺入比与搅拌均匀性是影响桩身质量的2个重要因素;在相同深度处,桩身水泥土芯样的竖向电阻率高于其水平向电阻率;桩身水泥土芯样的电阻率与其无侧限抗压强度之间存在着很好的线性相关关系;水泥体芯样水平向电阻率的标准差在一定程度上反映了水泥掺入量和搅拌均匀性。综上所述,利用水泥土的电阻率及其相关指标对大规模施工条件下水泥土搅拌桩的桩身质量进行定量分析是一种经济、无损、简便和科学的方法。     

沿高度变刚度复合墙板结构弹塑性分析

本文研究沿高度变刚度混凝土灌芯纤维石膏墙板结构(以下简称复合墙板结构)在水平荷载作用下的受力机理,建立简化计算模型,推导出了复合墙板结构的受力破坏路径,并建立了各阶段内力计算方法及计算公式。通过实例计算,得到沿高度均匀结构以及非均匀结构在水平荷载情况作用下位移的曲线与非均匀结构的受力破坏路径。结果表明,沿高度适当改变灌芯方式,侧移曲线更趋合理;各区段结构破坏路径均是石膏板先开裂且先达到极限状态。     

柔度法纤维模型在方钢管混凝土柱滞回仿真中的应用

本文编制了基于二阶柔度法纤维模型梁柱单元的矩形钢管混凝土框架结构非线性分析程序,采用虚拟阶步法和改进的滞回路径追踪方法消除了其中截面切线刚度矩阵奇异时无法求逆的隐患,提高了算法的稳定性.运用此程序对矩形钢管混凝土柱进行滞回仿真,并与试验结果对比,结果表明:柔度法纤维模型梁柱单元可以有效解决框架结构的几何非线性问题和压弯耦合的材料非线性问题,使用较少的单元数量就可以得到较准确的计算结果;本文所采用的改进措施切实有效,保证了程序的稳定性.     

振动频率对饱和砂土液化强度的影响

采用“土工静力-动力液压三轴-扭转多功能剪切仪”对饱和砂土进行了一系列动三轴实验,探讨了振动频率对液化强度数值的影响程度。在1．0、1．5固结比和0．05、0．10、1．00Hz振动频率条件下,针对相对密实度分别为70％、28％的密砂和松砂进行了100、200、300kPa围压和100kPa围压条件下的液化强度实验。实验结果表明,饱和密砂和松砂在各种固结条件下,液化强度随着振动频率的增大而增大,相同破坏振次时,各种实验条件下的液化强度与振动频率的关系在双对数坐标上均符合线性关系;振动频率由0．05Hz变化到1．00Hz时,液化强度相差达25％以上;动强度指标翰值随振动频率的增大而增大,最大相差12．2％;随着振动频率的增大,砂土达到液化破坏所需的时间明显缩短;振动频率对松砂液化强度的影响比对密砂的影响更为显著。