一种确定光弹贴片中主应变的近似方法

本文提出了一种用于确定光弹贴片中主应变分离的新方法。该方法是通过在贴片上钻小孔,取孔边沿两个主应力方向的条纹级数比近似等于主应变比进行主应变分离的。文中论述了该方法的原理,推导出一近似公式,并得典型实验验证。研究表明这种方法使用简便,具有工程应用价值。     

基于社会资本视角的“对口支援”西部高校理论解读

博特认为社会网络是一种社会资本，如果一个人能够成功运用网络的话。他的生活就能大大改善。所谓结构洞就是没有重复的信息源，而且是最为有效率的网络结构本文采用博特“结构洞理论”对“对口支援”西部地区高等学校政策解读，试图围绕博特“结构洞理论”主要思想展开讨论，“对口支援”是以政府的政治导向为主的援助政策，通过“对口支援”使受援学校获得了快速发展,其主要原因之一就是支援学校为受援学校拓展了社会网络，受援学校通过支援学校结构洞的信息桥梁优势，整合社会网络结构的信息资源、机会资源和社会资源，从而获得学校生存和发展之本。     

地下工程非爆破开挖机械破碎法机理及应用

针对非爆破法开挖工序中的关键问题——导向孔布置方案优化,结合非爆破施工实作流程及工艺,利用波动理论探索了破碎锤冲击破岩机理。破碎锤通过钎杆冲击导向孔产生孔间贯穿裂缝进而破岩掘进,破碎锤冲击破岩的过程是岩石被拉坏的过程,孔间岩石中的切向应力是提高破岩效率的关键因素。基于岩石断裂力学理论,总结得出导向孔间裂缝产生、扩展、贯通的判据,并依托实际工程进行验算,理论计算结果与现场试验结果吻合良好,同时提出了导向孔布置优化方案的改进建议。     

面向结构洞的指挥控制网络关键节点识别方法

针对目前指挥控制网络关键节点识别方法利用局部信息识别精度低、利用全局信息识别复杂度高的问题,提出了一种面向结构洞的指挥控制网络关键节点识别方法,该方法综合考虑了指挥控制网络结构特征和全局拓扑信息,引入了层级流介数的概念用以计算网络的约束系数。实验分析表明,该方法提高了关键节点识别精度,降低了算法复杂度,更加适用于指挥控制网络关键节点识别的需要。     

The deformation and failure mechanism of cylindrical shell and square plate with pre-formed holes under blast loading

The deformation and failure mechanism of cylindrical shells and square plate with pre-formed holes under blast loading were investigated numerically by employing the Ansys 17.0 and Ls-Dyna 971. To calibrate the numerical model, the experiments of square plates with pre-formed circle holes were modeled and the numerical results have a good agreement with the experiment data. The calibrated numerical model was used to study the deformation and failure mechanism of cylindrical shells with pre-formed circle holes subjected to blast loading. The structure response and stress field changing process has been divided into four specific stages and the deformation mechanism has been discussed systematically. The local and global deformation curves, degree of damage, change of stress status and failure modes of cylindrical shell and square plate with pre-formed circular holes are obtained, compared and analyzed, it can be concluded as: (1) The transition of tensile stress fields is due to the geometrical characteristic of pre-formed holes and cylindrical shell with arch configuration; (2) The existence of pre-formed holes not only lead to the increasing of stress concentration around the holes, but also release the stress concentration during whole response process; (3) There are three and two kinds of failure modes for square plate and cylindrical shell with pre-formed holes, respectively. and the standoff distance has a key influence on the forming location of the crack initiating point and the locus of crack propagation; (4) The square plate with pre-formed holes has a better performance than cylindrical shell on blast-resistant capability at a smaller standoff distance, while the influence of pre-formed holes on the reduction of blast-resistant capability of square plate is bigger than that of cylindrical shell.