Rotation and dilation deformation mechanisms for auxetic behaviour in the α-cristobalite tetrahedral framework structure     

A. Alderson  K. E. Evans 《Physics and Chemistry of Minerals》2001,28(10):711-718

 Analytical expressions are derived for the Poisson's ratios associated with a three-dimensional network of regular, corner-sharing tetrahedra in which: (1) the tetrahedra are assumed to be rigid and free to rotate relative to each other; (2) the tetrahedra are assumed to maintain shape and orientation but are free to change size (dilate); (3) tetrahedral rotation and dilation are assumed to act concurrently. The structure has a primitive unit cell containing four tetrahedra and is analogous to the molecular structure of α-cristobalite. Strain-dependent variations in Poisson's ratio are also predicted by the models. For deformation due to tetrahedral rotation the network is found to exhibit negative Poisson's ratios in each of the three principal directions, with the magnitude of the Poisson's ratio being dependent on the angle of rotation of the tetrahedra. The behaviour of the Poisson's ratio is isotropic in the transverse plane, but anisotropic elsewhere. In the dilation model negative Poisson's ratios equal to −1 are observed for uniaxial loading in any of the principal directions, with the value being constant irrespective of tetrahedral size. The model for concurrent tetrahedral rotation and dilation allows positive as well as negative Poisson's ratios, with the values determined by the framework geometry and relative strengths of the two mechanisms. The concurrent model also offers a design route to materials and structures having ultrahigh Young's moduli. Received: 15 February 2000 / Accepted: 1 October 2000  相似文献   

ALow-order　Model　of　Two-dimensional　Fluid　Dynamics　on　the　Surface　of　a　Sphere     

Mozheng Wei 《大气科学进展》1996,13(1):67-90

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关于火山岩型铀矿床成矿规律中一些问题的讨论   总被引：5，自引：2，他引：5  

俞时清  邸瑞姞 《铀矿地质》1993,(2)

火山岩型铀矿常位于大的地质构造单元界线附近,特别是稳定区与活动区之间的过渡带上。矿区的基底不仅需有较高的成熟度而且是在火山岩形成前或长期处于隆起状态者。负向火山构造,上叠式或拗凸型上叠式火盆是铀矿田的有利构造形式。红盆对成矿的作用不是古气候方面的而是构造方面的。火山岩型铀矿成矿深度可以较大,而且在垂向上不只一个富集高峰。铀及其主要伴生组份不是来源于赋矿围岩,而是来自基底或更深处。  相似文献   

西北地区近期地壳水平运动与构造变形特征   总被引：3，自引：0，他引：3  

张希  刘文义  王双绪  王文萍  张晓亮  崔笃信  薛富平 《中国地震》2006,22(1):43-55

利用截止2004年的西北地区GPS和跨祁连-龙首山构造带的红外测距观测资料，借助最小二乘配置、弹性块体边界负位错模型及单一力源反演，研究昆仑山口西8．1级大震前后西北地区水平形变应变场的动态演化特征；尤其是大震3年后，即当前的构造形变与应力场态势；获取活动块体及其边界断裂上可能反映中强以上孕震背景的高应变能积累区、段，以及可能的潜在震源。结果表明：青藏块体北缘地区经8．1级大震后的短期松弛和调整，目前正在恢复印度板块北东向碰撞推挤背景场的主控作用。而北天山构造带中段及其与西段的交汇区、南天山构造带中西段及其与西昆仑构造带的交汇区、阿尔金断裂中段、祁连山构造带中东段及其与海原断裂的交汇区、西秦岭北缘断裂与庄浪河断裂东南延伸线的交汇区域等具有相对高应变能积累背景；临泽与海原这两个地区也反映一定程度的应变能积累状态。  相似文献   

宁夏冬季负积温变化特征   总被引：8，自引：0，他引：8       下载免费PDF全文

桑建人  刘玉兰  韩世涛  邱旺 《气象科学》2007,27(2):202-207

对宁夏20个测站1961—2004年的冬季负积温EOF分析表明,冬季的冷趋势具有明显的大尺度特征,在近40 a逐渐变暖。据累积距平显示,l986年出现了突变,之前,冬季气温偏低,具体表现为冷冬年全部分布在此时段,之后偏暖,90年代以后出现暖冬的频次明显增加。≤0℃持续日数具有明显的年代际变化,2001—2004年比60年代平均减少了13.5 d。在80%保证率下,全区≤0℃持续日数和负积温依地势自北向南增多,引黄灌区最少,中部干旱带次之,南部黄土丘陵区相对最多。  相似文献   

Mass flows and river response in rapid uplifting regions – A case of lower Yarlung Tsangpo basin,southeast Tibet,China   总被引：1，自引：0，他引：1  

《国际泥沙研究》2020,35(6):609-620

The fluvial geomorphology in tectonically active (particularly rapid uplift) regions often undergoes continuous change. The rapid uplift is coincident with high erosion rates; consequently, incised valleys are formed. Mass flows (for example, avalanches, landslides, and debris flows) in incised valleys can markedly influence fluvial processes and even reshape valley geomorphology. However, these processes and long-term evolution corresponding to mass flows require further clarification. Field campaigns were carried out in the region near the Yigong Tsangpo and Palong Tsangpo Rivers (hereafter the Yigong and Palong Rivers), the two largest tributaries of the lower Yarlung Tsangpo River, to examine the feedback between fluvial processes and mass flows. Remote sensing images from recent decades were used to compare the channel morphology before and after typical mass flows (particularly catastrophic ones). The morphology of the lower Yigong River has evidently been impacted by landslides, while that of the Palong River has mainly been shaped by glacial processes and debris flows. At present, the morphology of the latter consists of alternating sections of gorges and wide valleys, with a staircase-like longitudinal profile. The gorge sections exhibit single and deeply incised channels with a high-gradient channel bed and terraces. In contrast, the wide valley sections consist of lakes, braided or anabranching channels, gentle bed gradients, and thick alluvial deposits. Debris flows occur more frequently in gullies in the reaches of the gorge sections and rarely in gullies along the wide valley sections. The occurrence of mass flow events has resulted in an imbalance of the previous (quasi-)equilibrium in the river morphology; however, this has triggered negative feedback that is driving the transient river morphology to a new state of (quasi-)equilibrium.  相似文献   

利用不完全Cholesky共轭梯度法求解点源三维地电场   总被引：30，自引：7，他引：23       下载免费PDF全文

吴小平  徐果明 《地球物理学报》1998,41(6):848-855

点源三维地电场的求解是一大型数值计算问题．本文用有限差分方法求解,最后形成一个线性方程组Ax＝b,这里A是大型稀疏的带状对称矩阵．解大型稀疏方程组的完全Cholesky分解直接算法,一般要求巨大的机器内存来存储系数矩阵A,而且计算速度极慢．因此引入不完全Cholesky共轭梯度（ICCG）算法及按行索引的稀疏存储模式,充分利用A的稀疏性,使得计算速度大大提高,而内存要求则大大减少,因此ICCG算法是地电三维正演的强有力工具．  相似文献   

湖北省一次强雹暴闪电和雷达回波特征分析     

苟阿宁  王晓玲  钟敏  罗辉 《气象与环境学报》2015,(3):7-14

利用湖北省闪电定位系统监测资料与武汉市多普勒天气雷达资料同步叠加,对2010年4月12日湖北省东南部地区一次强对流过程的两个致灾雹暴单体进行分析。结果表明：雹暴生消的不同阶段,正地闪和负地闪频数及在雷达回波中的分布呈不同的变化特征,通过地闪频次和地闪在雷达回波中位置的变化可以识别雹暴生命史演变的不同阶段。雹暴Ⅰ产生小冰雹,是一个普通对流单体,闪电以负地闪为主,闪电频率最大为15次·（6 min）－1;正地闪落在风暴发展和消亡阶段,负地闪主要落在35—55 dBz强回波边缘,零星正地闪分布在强回波周围层状云中,雹暴移动路径前侧的负地闪对雹暴移动有一定的指示意义。雹暴Ⅱ是一个典型超级单体,产生直径超过3 cm的大冰雹,闪电频率最大为44次·（6 min）－1,风暴成熟阶段正地闪活跃,16—17时正地闪频繁出现时间与大冰雹持续时间一致;负地闪与25—55 dBz强回波区域吻合较好,正地闪分布在强回波30—55 dBz中心及层状云边缘。对比地闪频数和雹暴成熟阶段的回波强度可以发现,降雹均出现在风暴的成熟阶段,小冰雹发生时地闪频数下降幅度较小,大冰雹发生时地闪频数下降幅度较大,且正地闪比例明显增大。  相似文献   

攀钢新基地欠固结土层旋挖桩负摩阻力试验     

薛宝恒  戴光旭  范柱国  钱玲玲  杨碧 《云南地质》2010,29(2):215-219

攀钢新基地工程区80%为"昔格达"土回填区,回填土将对桩产生负摩阻力。现场负摩阻力试验表明:回填土上部在堆载情况下会有较大的固结沉降,从而使桩基产生负摩阻力。  相似文献   

堆载下单桩负摩阻力工作性状非线性数值分析   总被引：1，自引：0，他引：1  

林智勇  苏美选 《工程地质学报》2010,18(5):714-719

利用三维非线性数值方法对一算例在堆载作用下桩侧负摩阻力进行了计算分析。计算结果揭示了摩擦型、端承型桩负摩阻力工作性状的异同;分析了堆载速度、桩顶荷载对负摩阻力的影响:堆载越快,负摩阻力越小;在无桩顶荷载作用下,由负摩阻力引起的下拉荷载最大,可视为常规方法设计的上限值;桩顶荷载与堆载施工顺序对负摩阻力的影响也很大,先施加桩顶荷载,后进行堆载所产生的负摩阻力最大,反之最小。  相似文献