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ISOTROPICALIZED SPLINE INTEGRAL EQUATION METHOD FOR THE ANALYSIS OF ANISOTROPIC PLATES
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作者 王有成 王左辉 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1990年第9期829-834,共6页
In the view of Reissner's and Kirchhoff's theories, respectively, we formulate the isotropicalized governing equations for the anisotropic plates, and give the proof of the equivalence relation between these t... In the view of Reissner's and Kirchhoff's theories, respectively, we formulate the isotropicalized governing equations for the anisotropic plates, and give the proof of the equivalence relation between these two plate-models for the simply-supported rectangular orthotropic plates. The well-known fundamental solutions of the isotrqpic plates are utlized for the spline integral equation analysis of anisotropic plates.Even with sparse meshes the satisfactory results can be obtained. The analysis of plates on two-parameter elastic foundation is so simple as the common case that only a few terms should be added to the formulas of fictitious loads. 展开更多
关键词 anisotropic plates spline integral equation method isotropicalized process
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Topology Optimization of Orthotropic Materials Using the Improved Element-Free Galerkin (IEFG) Method
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作者 Wenna He Yichen Yang +1 位作者 Dongqiong Liang Heng Cheng 《Computers, Materials & Continua》 2025年第4期1415-1437,共23页
In this paper,we develop an advanced computational framework for the topology optimization of orthotropic materials using meshless methods.The approximation function is established based on the improved moving least s... In this paper,we develop an advanced computational framework for the topology optimization of orthotropic materials using meshless methods.The approximation function is established based on the improved moving least squares(IMLS)method,which enhances the efficiency and stability of the numerical solution.The numerical solution formulas are derived using the improved element-free Galerkin(IEFG)method.We introduce the solid isotropic microstructures with penalization(SIMP)model to formulate a mathematical model for topology opti-mization,which effectively penalizes intermediate densities.The optimization problem is defined with the numerical solution formula and volume fraction as constraints.The objective function,which is the minimum value of flexibility,is optimized iteratively using the optimization criterion method to update the design variables efficiently and converge to an optimal solution.Sensitivity analysis is performed using the adjoint method,which provides accurate and efficient gradient information for the optimization algorithm.We validate the proposed framework through a series of numerical examples,including clamped beam,cantilever beam,and simply supported beam made of orthotropic materials.The convergence of the objective function is demonstrated by increasing the number of iterations.Additionally,the stability of the iterative process is analyzed by examining the fluctuation law of the volume fraction.By adjusting the parameters to an appropriate range,we achieve the final optimization results of the IEFG method without the checkerboard phenomenon.Comparative studies between the Element-Free Galerkin(EFG)and IEFG methods reveal that both methods yield consistent optimization results under identical parameter settings.However,the IEFG method significantly reduces computational time,highlighting its efficiency and suitability for orthotropic materials. 展开更多
关键词 Solid isotropic microstructures with penalization method variable density method sensitivity analysis improved element-free Galerkin method meshless method
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土的各向同性化变换应力方法 被引量:7
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作者 姚仰平 唐科松 《力学学报》 EI CAS CSCD 北大核心 2022年第6期1651-1659,I0003,共10页
在不同方向的力学参数、结构特性及应力应变关系的不同为材料的各向异性,建立能够反映这种复杂特性的强度准则、本构模型,对于材料本构关系的研究具有重要的理论意义.但材料的各向异性一直是其力学特性描述的难点,对此,郑泉水院士提出... 在不同方向的力学参数、结构特性及应力应变关系的不同为材料的各向异性,建立能够反映这种复杂特性的强度准则、本构模型,对于材料本构关系的研究具有重要的理论意义.但材料的各向异性一直是其力学特性描述的难点,对此,郑泉水院士提出了各向同性化定理,为后续研究解决材料的各向异性问题提供了方向及思路.作者等针对土的应力诱导各向异性提出了变换应力方法,这种方法同样遵循对材料进行各向异性问题各向同性化处理的思路,与郑泉水院士的各向同性化定理是一脉相承的,也是对各向同性化定理的发展.本文旨在通过分析各向同性化定理与变换应力方法明确两者间的内在联系,并以土材料的应力诱导各向异性处理为例,说明在具体材料的各向异性处理过程中面临的现实问题以及变换应力方法是如何解决这些问题的.分析并给出了变换应力方法应用时的三个合理假设,推导出了具体的变换应力数学公式,阐明了在考虑土的应力诱导各向异性的具体函数已经给出的情况下,在构造土的弹塑性本构模型中采用变换应力方法的必要性. 展开更多
关键词 各向异性 岩土材料 变换应力 各向同性化
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分析各向异性板的各向同性化样条积分方程法 被引量:1
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作者 王有成 王左辉 《应用数学和力学》 EI CSCD 北大核心 1990年第9期779-784,共6页
本文分别按Reissner理论和Kirchhoff理论导出各向导性板的各向同性化控制方程,并论证了它们间在正交各向异性简支矩形板中的相通性.在用样条积分方程法求解中采用的只是些简单的各向同性板基本解,在稀疏剖分下也能有良好的计算精度.对... 本文分别按Reissner理论和Kirchhoff理论导出各向导性板的各向同性化控制方程,并论证了它们间在正交各向异性简支矩形板中的相通性.在用样条积分方程法求解中采用的只是些简单的各向同性板基本解,在稀疏剖分下也能有良好的计算精度.对双参数弹性地基上的板也只需在板上虚载的取值上附加某些项而不致增加多大的工作量。 展开更多
关键词 各向异性 样条积分 各向同性化
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钢筋混凝土板弯曲问题的各向同性化域外奇点解法 被引量:2
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作者 王元淳 吴文志 《工程力学》 EI CSCD 北大核心 1998年第2期65-68,共4页
本文提出了求解钢筋混凝土板弯曲问题的各向同性化域外奇点法。引入简单的坐标变换,将该问题转化成相应的各向同性板的弯曲问题,利用后者的简单格林函数,按域外奇点法求解。算例表明,这种方法简单,计算时间短,精度高。
关键词 钢筋混凝土板 弯曲 各向同性化 域外奇点法
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各向异性杆扭转问题的各向同性化边界元分析
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作者 王元淳 谢礼天 徐灏 《上海交通大学学报》 EI CAS CSCD 北大核心 2000年第8期1150-1152,共3页
提出了采用扭转函数和应力函数求解各向异性杆扭转问题的各向同性化边界元法 ,导出了其基本方程和边界条件 ,并给出了坐标变换式 .利用各向同性杆扭转问题的简单基本解 ,按边界元法求解 ,经逆变换得到所需的应力分量和位移分量 .扭转函... 提出了采用扭转函数和应力函数求解各向异性杆扭转问题的各向同性化边界元法 ,导出了其基本方程和边界条件 ,并给出了坐标变换式 .利用各向同性杆扭转问题的简单基本解 ,按边界元法求解 ,经逆变换得到所需的应力分量和位移分量 .扭转函数法尤适用于多连域和求截面翘曲 ,并可消除区域积分 .算例表明 。 展开更多
关键词 各向异性杆 扭转问题 各向同性化 边界元法
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正交各向异性杆扭转问题的各向同性化边界元分析 被引量:2
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作者 王元淳 《上海交通大学学报》 EI CAS CSCD 北大核心 1996年第5期121-123,140,共4页
为正交各向异性杆简单扭转问题提供一种简易边界元解法.引入坐标变换,将该问题转化成相应的各向同性杆的扭转问题,利用后者的简单基本解,按边界元法求解,经逆变换得到所需的应力分量.算例表明了这一方法的有效性.
关键词 计算力学 正交各向异性 扭转问题 边界元法
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Low frequency ultrasonic multi-mode Lamb wave method for characterizing the ultra-thin transversely isotropic laminate composite: Theory and experiment 被引量:1
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作者 ZHANG Rui, WAN Mingxi, CHEN Xiao, (Department of Biomedical Engineering Xi’an Jiaotong University Xi’an 710049) CAO Wenwu is with the Intercollege Materials Research Laboratory The Pennsylvania State University University Park, PA, 16802, USA 《Chinese Journal of Acoustics》 2001年第4期355-364,共10页
A low-frequency multi-mode ultrasonic Lamb wave method suitable for character- izing the thickness, the density and the elastic constants of the ultra-thin transversely isotropic laminate composite is presented. The &... A low-frequency multi-mode ultrasonic Lamb wave method suitable for character- izing the thickness, the density and the elastic constants of the ultra-thin transversely isotropic laminate composite is presented. The 'ultra-thin' here means that the thickness of the plate is much less than the wavelength of the ultrasonic wave so that the echoes from the front and back faces of the plate can't be separated in the time domain. The dispersion equations for the low frequency ultrasonic Lamb waves with the propagation directions parallel and vertical to the fiber direction are derived. In conjunction with the least square algorithm method, the secant algorithm is used to estimate the parameters of the ultra-thin fiber-reinforced composite layer. The evaluation errors and the sensitivity of the method to different paramters of the thin composite are analyzed. The technique has been used to characterize the ultra-thin grass fiber reinforced PES composite with thickness down to ten percents of the ultrasonic wavelength. It is observed that the agreement between the nominal and the estimation values is reasonably good. 展开更多
关键词 wave mode Theory and experiment Low frequency ultrasonic multi-mode Lamb wave method for characterizing the ultra-thin transversely isotropic laminate composite
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