复杂膨胀性围岩条件下交岔点支护技术研究

针对复杂膨胀性围岩条件下交岔点高应力集中区围岩稳定性控制和支护技术难题，通过对交岔点围岩变形表现形式、交岔点围岩变形机理的研究分析，提出了交岔点支护难点及重点。基于围岩控制理论分析，提出了“有限让压的柔性支护+全断面封闭抗压的刚性支护技术”，前期柔性支护采用“高强、高预应力锚杆+锚索+喷浆”联合支护有限度控制围岩变形，允许围岩在可控范围内释放围岩应力|后期通过架设异形支架与支撑架组成的联合支护体并喷射混凝土对交岔点围岩进行全断面封闭抗压支护，有效控制巷道交岔点围岩的变形。确保了交岔点围岩变形的整体可控性、稳定性，达到了预期支护效果。     

The effect of doubly tapered strut morphology on the plastic yield surface of cellular materials

Although the literature on the mechanics of cellular materials is vast, there is no theoretical model to account for the effects of axial yielding of struts aligned to the applied loading direction on the plastic yield surface under multiaxial loading conditions. An anisotropic hexagonal model having tapered strut morphology is developed to show these effects on the plastic yield surface under multiaxial tensile loading condition. This model covers several types of cellular structure such as two-dimensional (2D) hexagonal and square cellular materials, and three-dimensional (3D) hexagonal and rhombic cellular materials of rod-like columnar structure. A tetrahedral element with tapered strut morphology is also used for a foam model to illustrate these effects on the yield surface under axisymmetric loading condition. Plastic collapse due to bending moment in the inclined struts is a dominant mode. However, under multiaxial tensile loading, the collapse due to axial yielding of struts parallel to the loading direction is found to be an important mode. The shape of plastic yield surface was found to depend not only on relative density but also on the strut morphology.     

Effect of processing conditions on the yield and failure response of an aliphatic polyketone terpolymer

The effect of processing conditions on the yield and failure behavior of an aliphatic polyketone terpolymer was studied. Testing and characterization were performed on samples that were extruded in the form of hollow cylinders. We performed the extrusion process at different shear rates and at different cooling rates to assess the effect that process conditions had on the polymer properties. We performed biaxial testing on the samples to characterize the failure envelopes, including the ductile–brittle transition condition for each process condition. The effect of shear rate was negligible, whereas the cooling rate significantly affected the failure behavior. To explain these differences in behavior, we performed characterization via differential scanning calorimetry, wide‐angle X‐ray diffraction, attenuated total reflection IR spectroscopy, dynamic mechanical thermal analysis, scanning electron microscopy, and residual stress measurements. A broad glass transition was found for all samples at temperatures higher than previously reported for this material. Alteration of the processing conditions did not influence the crystalline phase (percentage crystallinity, crystalline orientation, crystallite size, etc.). A change in spherulitic structure was also observed with altered cooling rate and is suggested to have contributed to the change in failure behavior. Residual stresses also affected the behavior of all samples. © 2002 Wiley Periodicals, Inc. J Appl Polym Sci 84: 318–334, 2002; DOI 10.1002/app.10334     

不同弛豫时间下低合金高强度钢的组织和拉伸性能

研究了低合金高强度钢在不同弛豫时间下的组织和拉伸性能。结果表明：在适当的弛豫时间下。能进一步提高材料的屈服强度和抗拉强度。     

Al-4%Cu多晶合金中锯齿形屈服现象的初步时序分析

对Al-4％Cu合金试样拉伸实验的锯齿形应力曲线进行了系统的统计分析，研究了锯齿应力跌幅、跌落时间以及再加载时间等特征物理量随应变、试样厚度和加载应变率的时序演化规律．结果表明，跌落时间对应变不敏感；1和2mm厚试样的平均应力跌幅和平均再加载时间均随应变线性增加，3mm厚试样的统计结果比较复杂．展示了PLC效应中自组织临界性存在的证据，并通过与经典沙堆模型的对比，结合动态应变时效原理和位错理论，解释了PLC变形带形成的非线性机制．     

聚合物材料脆韧转变判据及影响因素分析

综述了聚合物共混增韧机理包括弹性体增韧、刚性粒子增韧、弹性体与刚性粒子协同增韧等研究进展；着重介绍了临界基体层厚度、损伤竞争准数、分子链参数、临界界面黏结条件、临界特征长度等几种源于单一粒子填充的脆韧转变判据，并分析其在复合粒子填充改性聚合物中的适用性。此外，还结合增韧机理和脆韧转变判据讨论了基体性能、分散相状态及相间界面黏结强度等因素对复合体系韧性的影响，提出寻找合适的复合分散相、适当调整复合粒子的结构比例、改善相间界面黏结以及设计最佳断裂路径仍将是今后努力的方向。     

三边约束钢板的抗剪承载力

利用静力加载方法对4种宽厚比的三边约束钢板单元进行了试验研究,通过试验考察了三边约束钢板的破坏形态和抗剪极限承载力,分析了宽厚比对钢板抗侧性能的影响,试验结果表明：小宽厚比钢板的抗屈曲能力较强,但是对边界约束条件要求较高,易造成边界连接破坏。根据钢板破坏形态,对其抗侧性能进行了理论分析,建立了三边约束钢板的抗侧性能计算模型,给出了三边约束钢板极限抗剪承载力计算公式。文章最后对三边约束钢板的选择和设计提出了建议。     

隧道埋深及开挖方法对于二衬支护时机的影响

为了研究隧道埋深和施工方法对二衬支护时机的影响,以广梧高速公路牛车顶隧道为工程背景,建立数值计算模型,分别改变隧道埋深和施工方法,得到相应的隧道二衬支护时机.结果表明：通过数值计算,可定量得到二衬及掌子面之间的允许距离和埋深的关系;当埋深较小时,二衬与掌子面的允许距离随着埋深的增加而增加;当埋深超过某一限值时,隧道二衬与掌子面的允许距离基本不变;开挖工法对二衬与掌子面间的允许距离影响比较显著,而对仰拱与掌子面的允许距离影响很小.随着开挖断面分部的增加,开挖对围岩的扰动减小,因而可以适当延缓构筑二衬时机.若选取Ⅲ级围岩中的全断面开挖法作为参考基准,则围岩中二衬与掌子面的允许距离将由于选择不同工法需进行修正,相应的修正值为：全断面法1.0,上下台阶法和中隔壁法均为1.5.     

Ultralight X-type lattice sandwich structure (I): Concept,fabrication and experimental characterization

A new type of ultra-lightweight metallic lattice structure (named as the X-type structure) is reported. This periodic structure was formed by two groups of staggered struts in the traditional pyramid structure, and fabricated by folding expanded metal sheet along rows of offset nodes and then brazing the folded structure (as the core) with top and bottom facesheets to form sandwich panels. The out-of-plane compressive and shear properties of the X-type lattice sandwich structure were investigated experimentally and compared to those of the sandwich having a pyramidal truss core. It is found that the formation of the 2-dimensional staggered nodes can effectively make the X-type structure more resistant to inelastic and plastic buckling under both compression and shear loading than the pyramidal lattice truss. Obtained results show that the compressive and shear peak strengths of the X-type lattice structure are about 30% higher than those of the pyramidal lattice truss having the same relative density. Supported by the National Basic Research Program of China (“973” Project) (Grant No. 2006CB601202), the National Natural Science Foundation of China (Grant Nos. 10632060,10825210), the National “111” Project of China (Grant No. B06024) and the National High-Tech Research and Development Program of China (“863” Project) (Grant No. 2006AA03Z519)     

有埋深无体积质量的黏性土地基极限承载力的直接求解

对于有埋深无体积质量黏性土地基极限承载力的求解,目前大多数土力学的书籍中都是先假定滑移面然后用静力平衡的方法求解,这样的求解过程是不精确的.利用Coulomb-Mohr屈服准则,基于R.希尔调和挤出图,采用了塑性力学滑移线的方法求解,得到了相同的结论,但是推导过程却大为简化.