往复加载下隔板贯通式箱型中柱-削弱型H型钢梁节点破坏机理研究

为研究箱型柱-H型钢梁节点在强震时的脆断机理和延性节点构造, 对4个隔板贯通式箱型中柱-H型钢梁节点试验(1个常规节点和3个对接焊缝扩大头及梁翼缘圆孔削弱型节点)进行了低周往复循环加载试验和基于结构钢椭球面断裂模型及偶联的椭球面屈服模型的断裂分析. 结果表明: 隔板贯通式箱型中柱-H型钢梁常规节点在应力高度集中的梁翼缘对接焊缝处脆断; 扩大头构造消除了对接焊缝沿梁翼缘宽度的几何突变, 降低了对接焊缝的应力集中程度和脆断风险; 梁翼缘上开设的圆孔构造促使塑性铰形成于远离节点区的梁削弱截面; 对接焊缝扩大头及梁翼缘圆孔削弱型节点的承载力较常规节点降低5.5%~9.4%.     

一种基于关键帧的人体行为识别方法

为了提高人体动作识别的准确率和实时性,提出了一种基于关键帧的人体行为识别新方法。用Kinect提取人体骨架信息(各关节点的3D坐标),将中心点(人体基准参考点)分别与其他各关节点作结构向量,根据空间不变性选取中心向量,计算各个结构向量和中心向量之间的夹角,并将夹角的角速度作为一种新的姿态描述特征,利用AP(Affinity Propagation)聚类算法提取关键帧,利用SVM将得到的关键帧进行动作序列的分类。在Cornell Activity Dataset-60(CAD-60)数据库实验结果表明,新方法具有良好的识别能力。     

Effect of non-persistent joints distribution on shear behavior

The particle flow code 2D (PFC2D) is used to establish a coplanar, non-persistent joint model. Three joint distribution types, namely, both-side (type a), scattered (type b), and central (type c), are set according to their position. Numerical simulations of the direct shear test are conducted to investigate the effect of non-persistent joint distribution and connectivity on shear mechanical behavior. Simulation results are in good agreement with the analytical solutions to Jennings' criterion, and show: (1) type-c and type-b joints have high strength, whereas type-a joints have low strength. Shear strength and modulus increase with a decrease in joint persistency, and the shear displacement that correspond to shear strength increases with a decrease in persistency. (2) The brittle failure characteristics of the sample are evident when the intact rock bridge area is large. Reinforcement at both ends of the joint limits shear deformation, and shear strength can be effectively improved when joint persistency is large. The small-area dispersed reinforcement joint method cannot effectively improve shear strength. (3) The comprehensive shear strength parameters and the shear strength of the non-persistent joints can be predicted well using Jennings' criterion. Cohesion is the dominant factor that controls shear strength.     

Application of the probabilistic fracture mechanics method of predicting the fatigue life of tubular joints

ＡＰＰＬＩＣＡＴＩＯＮＯＦＴＨＥＰＲＯＢＡＢＩＬＩＳＴＩＣＦＲＡＣＴＵＲＥＭＥＣＨＡＮＩＣＳＭＥＴＨＯＤＯＦＰＲＥＤＩＣＴＩＮＧＴＨＥＦＡＴＩＧＵＥＬＩＦＥＯＦＴＵＢＵＬＡＲＪＯＩＮＴＳＮｉｅＧｕｏ－ｈｕａ（聂国华）ＷｅｎｇＺｈｉ－ｙｕａｎ（翁智远）...     

海洋平台管节点应力分析研究工作展望

本文在我国目前海洋平台管节点研究工作的基础上,提出今后管节点应力分析研究的几点意见,包括对复杂管节点及组合载荷作用下的研究,管节点静强度应从冲剪强度准则转向极限强度准则的研究,弹-塑性分析的研究,以及管节点局部变形的研究等.对上述研究方向的目的、意义及作法等提出了看法.      

EIGENFREQUENCIES OF THE THREE DIMENSIONAL EULER－BERNOULLI BEAM SYSTEM WITH DISSIPATIVE JOJNTS

ＥＩＧＥＮＦＲＥＱＵＥＮＣＩＥＳＯＦＴＨＥＴＨＲＥＥＤＩＭＥＮＳＩＯＮＡＬＥＵＬＥＲ－ＢＥＲＮＯＵＬＬＩＢＥＡＭＳＹＳＴＥＭＷＩＴＨＤＩＳＳＩＰＡＴＩＶＥＪＯＪＮＴＳＷｉｌｌｉａｍＨ．Ｐａｕｌｓｅｎ（ＤｅｐａｒｔｍｅｎｔｏｆＣｏｍｐｕｔｅｒＳｃｉｅｎ...     

基于BP神经网络的焊点自动光学检测

提出了一种新的表面组装焊点的自动光学检测分类方法。采用单层环形光源获取焊点图像,并根据归一化分割曲线方程将焊点图像分成四部分,分别提取其特征。使用BP神经网络将焊点按照锡量多少分成三类:少锡,容许和多锡。实验结果证明该方法分类正确率达到了99.2%,具有较高的实用价值。     

基于刚度损伤并考虑强度退化的钢筋模型

Clough本构广泛应用于现浇节点的滞回模拟中,针对原始Clough本构中的应力可能会超出材料自身极限强度的问题,提出了一种根据节点刚度损伤来推导钢筋本构的算法。该算法依次建立现浇节点刚度退化与构件中钢筋模量退化间的关系及梁端位移角与钢筋应变的关系,根据以上关系建立钢筋强度退化的表达式,并得到钢筋的本构模型。使用Fortran语言编写自定义纤维单元材料子程序,利用有限元软件ABAQUS进行两个算例验证,得到的模拟滞回曲线具有捏缩现象,形状与试验吻合良好,耗能和延性等方面可与试验接近,在峰值点位移角的预测方面也具备一定的优势,同时,本构在二维和三维模型中均有良好的收敛性,且精度较高,可以应用于实际工程中。     

Stress analysis of a truck chassis with riveted joints

In this study, stress analysis of a truck chassis with riveted joints was performed by using FEM. The commercial finite element package ANSYS version 5.3 was used for the solution of the problem. Determination of the stresses of a truck chassis before manufacturing is important due to the design improvement. In order to achieve a reduction in the magnitude of stress near the riveted joint of the chassis frame, side member thickness, connection plate thickness and connection plate length were varied. Numerical results showed that stresses on the side member can be reduced by increasing the side member thickness locally. If the thickness change is not possible, increasing the connection plate length may be a good alternative.     

玄武岩柱顶线盘(Entablature) 在双柱构造剖面中的定位及其地质意义

本文通过对双柱构造的形态特征及其形成机制的分析,并通过建立“玄武岩双柱交会比率”这一概念,探讨了玄武岩柱顶线盘在双柱构造剖面中的部位特征及其与双柱发育的关系,从而为划分玄武岩双柱构造的形态类型提供了理论依据。