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Secondly, a theoretical dual rigid-plastic modal under lateral impact of blunt indenters is firstly developed in order to predict damage pipeline which is fully clamped across a span based on rigid-plastic beam on a perfectly plastic foundation, which is made up of a rigid-plastic sub-beam and a rigid-plastic basic-beam, the rigid-plastic sub-beam is used to predict denting deformation, the rigid-plastic basic-beam is used to predict global deformation, the sub-beam and the basic-beam interact by a perfectly plastic foundation.

为了更好地估计钝头弹体冲击对管道造成损伤,在刚塑性地基梁模型的基础上,首先提出了一种新的理论计算模型一双重刚塑性梁模型,由一子梁和一基梁构成,子梁用来估计弹体撞击造成的局部损伤,基梁用来估计弹体撞击造成的整体弯曲,子梁和基梁通过基础反力相互作用。

The main way of the method of beam grid is to simulate the top structure with a equivalent beam grid, and concentrates the scattered bending rigid and tension rigid in slab or box beam into the close equivalent beam grid, and the longitudinal rigid of the real structure is concentrated in longitudinal beam rigid, and the lateral rigid is concentrated in lateral beam rigid.

梁格法的主要思路是将上部结构用一个等效梁格来模拟,将分散在板式或箱梁每一区段内的弯曲刚度和抗扭刚度集中于最邻近的等效梁格内,实际结构的纵向刚度集中于纵向梁格构件内,而横向刚度则集中于横向梁格构件内。

According to main specially characterist of portal rigid frame,this paper use MATLAB to work out analytical software .it's concrete analysis includes:endogen force and displacement caculation of rigid frame,stability analysis in and out flat surface of rigid frame,geometrical nonlinear analysis of rigid f

本论文根据门式刚架的主要特点,利用MATLAB高级编程语言编制了4个分析软件,其针对性强,具体分析包括:刚架的内力与位移计算,刚架的平面内与平面外稳定分析,刚架的几何非线性分析。

According to main specially characterist of portal rigid frame,this paper use MATLAB to work out analytical software .it's concrete analysis includes:endogen force and displacement caculation of rigid frame,stability analysis in and out flat surface of rigid frame,geometrical nonlinear analysis of rigid frame.

本论文根据门式刚架的主要特点,利用MATLAB高级编程语言编制了4个分析软件,其针对性强,具体分析包括:刚架的内力与位移计算,刚架的平面内与平面外稳定分析,刚架的几何非线性分析。

In this paper, the modeling theory of multi-rigid-body dynamics was thoroughly investigated in order to make up the shortcoming in the above modeling method. The major research achievements are as follows:①Based on the matrix of direction cosine between the body-fixed base and the reference base, and Poisson equation of a rigid body rotating, the coordinate transformation method for the modeling of treelike multi-rigid-body dynamics is derived. The method is very routinization and easy to use the computer to carry on the symbol derivation.

本文针对上述建模方法存在的不足,深入地研究了多刚体系统动力学的建模方法,并将所研究的新方法应用于惯性振动设备的建模,取得的主要研究成果如下:①基于刚体连体基关于参考基的方向余弦矩阵和刚体转动的Poisson方程,导出了建立树形多刚体系统动力学方程的坐标变换法,其过程极其程式化,便于利用计算机进行符号推导。

Analysis and Design for Grillage Foundation with Rigid Area;2. The considerable difference between the model with rigid area and models without rigid area can be found through the conclusion.

根据作者提出的带有刚域的弹性地基梁模型,编写调试了相应的计算机程序,分析了一些算例并与其它方法进行了比较。

Based on the single-axis air-bearing test bed, three experiment schemes are creatively designed for investigating the behaviors of rigid-flexible coupling dynamics:(1) experiment scheme for structural dynamics problem under a non-inertial frame,(2) experiment scheme for rigid-flexible coupling dynamics with unknown large overall motions,(3) experiment scheme for modal analysis of a typical rigid-flexible coupling system.

为了能更深入地揭示刚柔耦合动力学特性与验证本文提出的一次近似模型的正确性,最后重点介绍了我们在单轴气浮台动力学仿真实验平台基础上,经过多次探索和总结,创造性地设计的三套刚柔耦合动力学实验方案:(1)非惯性系下结构动力学问题的实验研究方案,(2)大范围运动为自由的刚柔耦合动力学问题的实验研究方案,(3)刚柔耦合系统模态分析实验方案。这三套方案从实验的角度来讲是可行的,这为下一步的实验工作打下了基础。

The question of searching characteristic points or straight lines on moving rigid body is decomposed into two relatively independent sub-questions. The first one is to evaluate the characteristic of points and straight lines on moving rigid body, whose mathematics model is a kind of special non-differential max-mini optimal problem with inequality constraints. By the method of Saddle-point Programming and maximum entropy, the problem can be transformed as a differential optimal problem with single objective. The second oner is to search approximative character points or straight lines on moving rigid body within design space, whose mathematic model is nonlinear and non-differential problem with multiple constraints.

本文将在运动刚体上寻找特征点或直线的优化问题分解为两个相对独立的子问题,一是对运动刚体上点或直线的特征性评定,其实质是平面曲线的圆度或直线度的评定问题,优化模型是以最大误差为最小作为优化目标的约束不可微的优化问题,本文采用鞍点规划和极大熵方法,将其转化为单目标可微优化模型;二是在设计空间内,寻找运动刚体上特征性评定指标最小的近似特征点或直线,其优化模型是非线性、多约束的不可微优化问题,本文提出用遗传算法和BFGS局部搜索法相结合来求解。

Modeling of a rigid-flexible coupled dynamic system.we derivedthe equations of a rigid-flexible coupled dynamical system by usingLagrange Method,including the rigid's space three-dimensionmotion,the beam's vibration and the non-linear joint.

针对某一刚柔耦合多体系统,应用拉格朗日方程建立了含有刚体空间三维运动、柔性体弹性振动及非线性弹性铰的较为完善的动力学方程,由此可以根据不同的实际情况进行简化而得到相应的方程,免去了重新进行烦琐推导的过程。2。

objective the purpose of this study was to summarize our experience of the application of internal rigid fixation with miniplate to treatment of mandibular fractures.methods a retrospective analyisis of clinical data of 67 cases,who had experienced the anatomic reduction and rigid fixation by using miniplate.with the help of maxillomandibular distraction pre operation and post operation and temporary maxillomandibular fixation during operation,the fracture bones were smoothly reduced and fixed.results clinical and radiographic examination showed that all cases gained good clinical results and precise anatomic alignment of fracture postoperatively without infection,malocclusion,bone malunion or other complications.conclusion mocortical miniplate fixation of the mandible is a reliable and effective techinique providing rigid fixation and an ideal modality for the treatment of mandibular fractures.combined with maxillomandibular fixation.

对67例下颌骨骨折患者的临床资料进行回顾总结,所有患者应用小型接骨板行坚固内固定治疗。其中7例颏部骨折,12例颏旁骨折,16例颏孔区骨折,9例体部多发性骨折,5例体部粉碎性骨折;18例合并其他部位骨折。所有患者术前经临床检查和影像学检查明确骨折的位置和骨折线的数目后,分段牙弓夹板结扎、颌间弹性牵引,使移位的骨折段逐渐复位;术中经口内切开复位、细钢丝颌间结扎、小型接骨板坚固内固定;术后行临床检查和影像学复查,必要时颌间弹性牵引7~10 d。结果所有患者手术切口ⅰ期愈合,治疗效果满意;临床检查所有患者牙合关系良好、面部对称;影像学复查证实骨折线对位良好。结论经口内切开小型接骨板坚固内固定辅以颌间固定治疗下颌骨骨折效果可靠,术后并发症少,是一种理想的手术方法。

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