Non-linear vibration of rectangular reticulated shallow shell structures

ＮＯＮ－ＬＩＮＥＡＲＶＩＢＲＡＴＩＯＮＯＦＲＥＣＴＡＮＧＵＬＡＲＲＥＴＩＣＵＬＡＴＥＤＳＨＡＬＬＯＷＳＨＥＬＬＳＴＲＵＣＴＵＲＥＳＮｉｅＧｕｏ－ｈｕａ（聂国华）（ＤｅｐａｒｔｍｅｎｔｏｆＥｎｇｉｎｅｅｒｉｎｇＭｅｃｈａｎｉｃｓ,ＴｏｎｇｊｉＵｎｉｖｅ...     

葵花型索穹顶结构等效平面桁架静力计算方法

选取n次轴对称葵花型索穹顶结构的1/n,将空间轴对称结构等效为一次超静定平面桁架结构.给出了葵花型索穹顶结构撑杆不在同一径向上的内力和位移处理方法,推导了力法求解约束力的计算公式,提出了小变形时各点位移计算的位移传递矩阵和计算公式.最后,通过一个算例介绍了该方法的计算过程并与有限元计算结果进行了比较,内力和位移误差均在工程设计要求内,验证了方法的正确性和准确性.     

红外导引头整流罩技术研究

从材料选择和整流罩设计两方面,介绍了如何解决高速红外导引头整流罩问题.针对高速红外成像导引头使用环境的要求,分析了整流罩材料选择应考虑的因素.通过比较材料的透过率、硬度、抗弯强度和热膨胀等性能参数,得出尖晶石是较理想的高速导弹整流罩材料,其机械性能和光学性能良好,易于制备,并已取得成功应用;红外玻璃特别适合大尺寸和复杂形状制备.为了减小整流罩气动加热效应,分析了解决气动加热问题的途径,提出可通过镀金刚石膜、信号处理、共形设计等技术来减小影响,并简要介绍共形整流罩设计原理和制造.     

共形光学技术

共形头罩可大大减小空气阻力,提高导弹在速度与射程方面的性能。介绍了精确共形光学技术,设计的关键在于校正共形头罩在全部视场的动态像差,讨论了采用旋转/平移位相板、拱形校正器等像差校正方法。简要说明了共性头罩加工、试验及应用状况,指出共形光学技术是未来高速导弹整流罩技术的发展方向。     

Gap opening and tuning in single-layer graphene with combined electric and magnetic field modulation

The energy band structure of single-layer graphene under one-dimensional electric and magnetic field modulation is theoretically investigated. The criterion for bandgap opening at the Dirac point is analytically derived with a two-fold degeneracy second-order perturbation method. It is shown that a direct or an indirect bandgap semiconductor could be realized in a single-layer graphene under some specific configurations of the electric and magnetic field arrangement. Due to the bandgap generated in the single-layer graphene,the Klein tunneling observed in pristine graphene is completely suppressed.     

模拟结构倒塌破坏的有限质点法

有限质点法是以向量式力学为基础的新兴结构分析方法,本文将其应用于冲击荷载作用下的网壳结构的倒塌破坏模拟中。以空间杆单元为例建立了有限质点法的基本方程,推导了求解几何和材料非线性问题的基本公式。为计算断裂问题,建立了空间杆单元的断裂准则和断裂模型,发展了有限质点法进行断裂分析的基本算法。通过对某双层网壳冲击荷载下破坏过程的模拟和分析,验证了该方法在结构倒塌破坏过程模拟中的有效性和适用性。     

冲击荷载下单层球面网壳的失效机理

为研究单层球面网壳在冲击荷载下的失效机理,在ANSYS/LS-DYNA中建立60m跨度K8型单层球面网壳与圆柱形冲击物的数值模型并进行数值分析,总结了网壳结构的4种失效模式。通过对失效全过程的分析,从能量的角度将失效过程分为能量施加、能量传递与损失、能量消耗3个阶段。之后分别从能量传递与杆件破坏形式2方面揭示了网壳的失效机理。能量分析表明:剩余能量(Elf)对结构最终动力响应及失效模式起决定作用,而Elf只是初始冲击能量中除去冲击物穿透损失与网壳局部破坏损失后的剩余部分。通过对杆件破坏形式的分析发现:杆件的破坏可能滞后于冲击荷载的作用,且杆件的破坏形式决定其传递能量的能力,当杆件发生拉伸破坏时,其强度被充分利用,传递的能量最多,Elf值较大,网壳整体破坏严重。杆件的破坏形式与Elf及网壳整体的失效模式间有很好的对应关系。     

双层网格圆底扁球壳的非线性稳定问题

从基于等效夹层壳思想的双层网格扁壳,非线性弯曲理论的变分方程出发,利用坐标变换方法和驻值余能原理,导出双层网格圆底扁球壳,在均布压力作用下的轴对称大挠度方程和边界条件．采用修正迭代法,求得了两类边界条件下双层网格圆底扁球壳的非线性载荷-位移关系式和临界屈曲载荷的解析表达式,并讨论了几何参数对临界屈曲载荷的影响．     

半球蓝宝石整流罩制造技术研究

整流罩在高速飞行中既要对空气进行整流,同时又起光学窗口的作用。蓝宝石材料硬度高,加工非常困难。分别从精磨模、精磨磨料、抛光膜层、抛光辅料、机床速度和压力等方面介绍了一种加工蓝宝石整流罩的工艺方法。     

Damage model and damage assessment for single-layer reticulated domes under exterior blast load

Long-span reticulated dome is often considered as a landmark building of a region, so it is very important to investigate the dynamic response and propose the damage assessment method of reticulated dome under blast loading. In this article, a fine finite element model of Kiewitt8 (K8) single-layer reticulated dome was established by using ANSYS/LS-DYNA. The effects of standoff distance, charge weight, rise–span ratio, span, and roof weight on the responses of K8 single-layer reticulated dome were numerically studied. The results showed that the blast-resistant performance of reticulated dome with smaller rise–span ratio and larger span under exterior blast load was more advantageous. Although the blast-resistant capacity of reticulated dome with large span and large roof weight was favorable, the plastic deformations of reticulated dome members were small and the utilization of material was low at failure state. According to the dynamic response characteristics of plentiful K8 single-layer reticulated domes at different damage levels, a damage model of K8 single-layer reticulated dome under exterior blast load was proposed in this article to indicate the damage level and determine the ultimate strength. Besides, a new damage criterion for K8 reticulated dome was also defined. This damage model was defined based on the physical phenomena at different damage levels, which made the strength failure criterion had definite physical meaning. Using the proposed damage criterion and a new search algorithm for pressure and impulse, the pressure–impulse diagrams for the typical K8 reticulated dome were derived from the numerical simulations to evaluate the damage level of reticulated dome under blast loading. Finally, a method to determine the safety standoff distance for reticulated dome under given TNT charge weight was also proposed.