模态法辨识针刺C/ C 复合材料弹性模量

针对传统方法测量C/ C 复合材料弹性模量精度差问题,提出了一种利用模态试验辨识材料弹性 模量的新方法。数值仿真结果表明板件材料振动频率与弹性模量之间存在模糊对应关系,利用此关系采用二 分法及二阶响应面近似模型对材料弹性模量进行辨识,并分别利用各向同性薄壁板件及正交各向异性薄壁板 件对此方法进行验证,计算结果误差最大为16. 67%,最小仅为0. 5%,表明该方法准确有效。最后将其应用于 针刺C/ C 复合材料,获得了其弹性模量。仿真及试验结果均表明该方法无损、高效且准确度高。     

Automatic differentiation based discrete adjoint method for aerodynamic design optimization on unstructured meshes

A systematic methodology for formulating, implementing, solving and verifying discrete adjoint of the compressible Reynolds-averaged Navier-Stokes (RANS) equations for aerodynamic design optimization on unstructured meshes is proposed. First, a general adjoint formulation is con-structed for the entire optimization problem, including parameterization, mesh deformation, flow solution and computation of the objective function, which is followed by detailed formulations of matrix-vector products arising in the adjoint model. According to this formulation, procedural components of implementing the required matrix-vector products are generated by means of auto-matic differentiation (AD) in a structured and modular manner. Furthermore, a duality-preserving iterative algorithm is employed to solve flow adjoint equations arising in the adjoint model, ensur-ing identical convergence rates for the tangent and the adjoint models. A three-step strategy is adopted to verify the adjoint computation. The proposed method has several remarkable features:the use of AD techniques avoids tedious and error-prone manual derivation and programming;duality is strictly preserved so that consistent and highly accurate discrete sensitivities can be obtained; and comparable efficiency to hand-coded implementation can be achieved. Upon the cur-rent discrete adjoint method, a gradient-based optimization framework has been developed and applied to a drag reduction problem.     

阻拦着舰过程中飞行员颈部的损伤分析与预测

针对舰载机飞行员在阻拦着舰过程中因受到较大的阻拦载荷而导致颈部疼痛发病率较高问题,采用有限元方法开展了持续过载条件下飞行员颈部的生物力学响应研究。基于CT扫描图像,运用Mimics对头部及C1-T1椎体进行三维重建,利用Geomagic Studio进行曲面构型,运用Hypermesh和ABAQUS建立有限元模型,并在ABAQUS中计算各椎体及软组织的应力应变情况,结合损伤评价判定准则——NIC和N_ij对飞行员颈部损伤情况进行分析和预测。结果表明:有限元模型动力学响应与静态和动态实验结果基本吻合,验证了模型的准确性和建模方法的可行性;关节囊韧带拉伸较其他韧带更长,易造成拉伤或松弛,长期训练会造成韧带受损、椎间盘突出和颈椎失稳等疾病;C4-C5椎间盘的应力均值大于C5-C6椎间盘,因此,该部位更容易造成损伤,应强化保护;颈部危重及以上损伤的概率仅为6.07%,即造成椎骨和脊髓损伤的可能性很小。研究结果可为飞行员颈部保护装置、对抗措施和飞行训练方法的设计与改进提供理论支撑。      

机械连接件中螺栓孔角裂纹应力强度因子数值计算(英文)

The three-dimensional finite element method is used to solve the problem of the quarter-elliptical comer crack of the bolt-hole in mechanical joints being subjected to remote tension. The square-root stress singularity around the corner crack front is simulated using the collapsed 20-node quarter point singular elements. The contact interaction between the bolt and the hole boundary is considered in the finite element analysis. The stress intensity factors （SIFs） along the crack front are evaluated by using the displacement correlation technique. The effects of the amount of clearance between the hole and the bolt on the SIFs are investigated. The numerical results indicate that the SIF for mode I decrease with the decreases in clearance, and in the cases of clearance being present, the corner crack is in a mix-mode, even if mode I loading is dominant.     

一种采用解析积分的直线单元的边界元法

本文提出一种采用解析的直线单元计算受有离心力的二维问题的边界元法,推导了相应直线单元的积分解析式。算例表明,本文方法能获得较高的数值精度,尤其在计算靠近边界的内点应力时,效果更好。     

用杂交元分析层合板壳热弹性

本文基于Hellinger-Reissner变分原理,导出了适用于层合板壳热弹性分析的应力杂交元模型,单元有较少的应力参数和坐标不变性。此外,为了考虑横向剪切变形的影响,本文又在Reissner-Mindlin型假设的基础上,提出了分段直线假设,即将层合板壳沿厚度方向分成若干段,每段包含有若干层,然后作若干段直线假设。这样处理既提高了精度,又不过多地增加计算工作量。数值结果表明,本单元性能是好的,分段直线假设是有效的。     

复合材料叠层结构孔口附近应力分析方法研究

本文在总结前人对复合材料结构开口的应力集中研究的基础上,根据孔口附近应力场的特点,提出了一种适于工程应用的复合材料叠层结构开口附近应力分析的有限元改进算法。由于应力计算精度的改进仅在孔边、拐角等高应力梯度区域局部进行,且改进后的单元能进一步精确描述应力集中区的应力场。因而,使用该方法计算孔边应力,用较少的单元就能得到满意的精度,大大减少了计算费用和时间。 文中选择了一些有代表性的考题验证了该方法的有效性。并着重研究了带有圆角矩形孔的复合材料层板结构的孔边应力分布,给出应力集中系数随圆角半径的变化规律、孔边加强对应力集中的改善以及±45°纤维铺层比例对孔边应力分布的影响,得到了一些对工程部件开口设计有用的数据资料。     

A PARALLEL IMAGINARY EBE METHOD FOR SOLVING POSITIVE DEFINITE LINEAR SYSTEMS

ＡＰＡＲＡＬＬＥＬＩＭＡＧＩＮＡＲＹＥＢＥＭＥＴＨＯＤＦＯＲＳＯＬＶＩＮＧＰＯＳＩＴＩＶＥＤＥＦＩＮＩＴＥＬＩＮＥＡＲＳＹＳＴＥＭＳＰａｎＸｉａｏｓｕ（ＤｅｐａｒｔｍｅｎｔｏｆＡｐｐｌｉｅｄＭａｔｈｅｍａｔｉｃｓ，ＰｈｙｓｉｃｓａｎｄＭｅｃｈａｎｉｓ...     

新型方钢管混凝土柱-钢梁节点的试验与非线性有限元分析(英文)

介绍了新型方钢管混凝土柱与钢梁节点在低周反复荷载作用下的试验结果,分析了内填混凝土、加劲肋长度和梁柱相对尺寸等对节点抗震性能的影响.试验结果表明:各试件实测滞回曲线比较饱满,具有良好的耗能性能.运用ANSYS8.0对各节点试件在低周反复荷载作用下的滞回性能进行非线性模拟计算,分析内填混凝土、加劲肋长度等因素对节点受力性能的影响,结果表明:内填混凝土和加劲肋长度对节点受力性能的影响较大,有限元所得的骨架曲线与实测曲线吻合较好.     

拟协调九结点四边形层合板壳有限元

构造了一个拟协调九结点四边形层合板壳单无，这一单元是根据Ｈｕ－Ｗａｓｈｉｚｕ变分原理导出的，独立假设了位移场、每一层的应变场和应力场。文中计算了复合材料板和充实例。计算结果表明，本文单元在准确性和高效率方面的性态较好。