On vibration analysis of functionally graded carbon nanotube reinforced magneto-electro-elastic plates with different electro-magnetic conditions using higher order finite element methods

This article deals with evaluating the frequency response of functionally graded carbon nanotube rein-forced magneto-electro-elastic (FG-CNTMEE) plates subjected to open and closed electro-magnetic cir-cuit conditions. In this regard finite element formulation has been derived. The plate kinematics adjudged via higher order shear deformation theory (HSDT) is considered for evaluation. The equations of motion are obtained with the help of Hamilton's principle and solved using condensation technique. It is found that the convergence and accuracy of the present FE formulation is very good to address the vibration problem of FG-CNTMEE plate. For the first time, frequency response analysis of FG-CNTMEE plates considering the effect of various circuit conditions associated with parameters such as CNT dis-tributions, volume fraction, skew angle, aspect ratio, length-to-thickness ratio and coupling fields has been carried out. The results of this article can serve as benchmark for future development and analysis of smart structures.     

梁纯弯曲的大变形分析

在平面应力问题中 ,分析了在梁端截面作用沿高度线性分布外力时纯弯梁大变形的几何非线性问题。给出了纯弯曲应力的精确解 ,并用欧拉法得到了位移的近似解。当泊桑比为零时 ,求得位移的精确解。     

索的UL列式分析方法

通过求解索的微分方程边值问题 ,提出了分析索的收敛迭代公式。利用迭代解可顺利地确定索端位置坐标差、索力及索重之间的关系。算例表明 :本文计算索的方法 ,理论上可达到任意高的精度 ,可十分方便地用于含有索或索网混合复杂结构物的大变形分析 ,用这种方法能解决斜拉桥缆索应力松驰的计算问题。     

Evaluation of effectiveness of polymer coatings in reducing blast-induced deformation of steel plates

Incorporating elastomers such as polymers in protective structures to withstand high energetic dynamic loads, has gained significant interest. The main objective of this study is to investigate the influence of a Polyurea coating towards the blast-induced response in steel plates. As such, Polyurea coated steel plates were tested under near-field blast loads, produced by the detonation of 1 kg of spherical nitromethane charges, at a standoff distance of 150 mm. Mild steel (XLERPLATE 350) and high-strength steel (BIS80) plates with thicknesses of 10 mm were Polyurea coated with thicknesses of 6 mm and 12 mm on either the front (facing the charge) or the back face. The deformation profiles were measured using 3D scanning. Numerical simulations were performed using the non-linear finite element code LS-DYNA. The strain-dependent behaviour of the steel and Polyurea were represented by Johnson-cook and Money-Rivlin constitutive models, respectively. The numerical models were validated by comparing the plate deflection results obtained from the experiments and were then used in the subsequent parametric study to investigate the optimum thickness of the Polyurea coating. The results indicate that back face coating contributes towards an approximately 20% reduction in the residual deformation as well as the absence of melting of the Polyurea layer, while the front-face coating can be used a means of providing additional standoff distance to the steel plates.     

大温差条件下碳纤维混凝土无约束变形试验

为了研究碳纤维、聚酯纤维对混凝土在自由条件下的约束作用,通过设计对碳纤维混凝土、聚酯纤维混凝土和素混凝土加热放热试验,比较掺入不同纤维体积分数的纤维混凝土在大温差条件下无约束自由变形的差异,并用温度线膨胀系数表达。对试验数据进行分析,得到体积分数为1%的碳纤维混凝土比素混凝土抗自由变形能力提高了38.8%,在本试验的各种体积分数中效果最好。结果表明碳纤维与混凝土,虽然热力学性能不同,但是二者结合之后碳纤维因其高弹性模量的特性,反而可以更好地抑制混凝土自由变形。试验效果也表明,随着施工工艺的完善,碳纤维体积分数可能会超过1%,碳纤维对混凝土性能的提升仍然有很大的帮助。     

基于金属热变形的散斑干涉测温技术研究

从热传导和热弹性理论出发,得出轴对称金属薄板温度应变模型;利用ANSYS有限元计算分析软件分析金属薄板的热变形状态,并与建立的模型进行比对验证;搭建了基于CCD、计算机、激光光源的散斑干涉温度测量实验平台,以钢质薄板作为实验对象,记录不同温度下对应薄板热变形的散斑图像数据;得到了散斑干涉条纹与钢板热应变的对应关系,进而得到了温度与热应变的关系。通过理论分析和散斑干涉实验平台获得的实验数据验证表明,金属热变形温度测试技术方案可行,为兵器、航天领域振动、腐蚀等恶劣条件下的温度测试,提供了一种全新方案。     

爆炸冲击作用下加筋板结构变形研究

为了预报加筋板结构在爆炸冲击载荷作用下的变形程度,将加筋板的变形分为整体变形和局部变形,借助数值计算拟合了两者能量分配关系,进而提出了爆炸冲击作用下加筋板结构变形的理论计算方法,并与实验结果进行比较,结果吻合较好。     

岩质边坡开挖应力与变形的有限元模拟

采用非线形有限元数值模拟的方法,对岩质边坡开挖进行了数值分析。利用有限元软件ANSYS提供的单元生死功能模拟了重庆市某边坡锚杆挡墙工程逆作法施工的全过程,给出了其应力和变形的分布曲线,并对其应力和变形与未加锚时做了分析比较。算例表明,加入锚杆后边坡体上部水平位移分布曲线趋于平缓,在距坡脚约三分之一坡高的地方,比未加锚的水平位移值减少了15％。     

一个分析与计算曲面结构的有效方法

给出了一种分析计算CAD曲面模型的数值方法。该方法将构成CAD模型的曲面片视作计算单元(面素单元),建立各面素单元的控制方程,再结合CAD曲面模型的流形特征组装各个单元控制方程以求整体解。面素单元的控制方程可根据问题的求解目标分别利用有限元—边界元耦合、有限元—无单元及其他耦合形成。结合线弹性问题的求解,系统地介绍了面素单元法的单元划分与处理、单元控制方程建立等核心环节。还给出了一个分析三倒圆过渡面静载荷变形的实例及其与ANSYS对照的结果。     

地下工程预备口开挖的静力有限元分析

预备口对提高地下工程的生存能力有着重要影响,针对其特殊构造形式,运用有限元软件ANSYS进行三维数值模拟,分析预备口开挖过程中围岩应力和变形的分布规律。开挖过程中,围岩应力及时释放并重新分布,拱顶下沉变形最大,侧墙中点横向变形较明显;侧墙与底板交界处应力集中,预留掌子面处应力和轴向变形较其他断面要弱。为今后的施工提供借鉴。为今后的施工提供借鉴。