Great attention has been paid to the development of very large floating structures. Owing to their extreme large size and great flexibility, the coupling between the structural deformation and fluid motion is signific...Great attention has been paid to the development of very large floating structures. Owing to their extreme large size and great flexibility, the coupling between the structural deformation and fluid motion is significant. This is a typical problem of hydroelasticity. Efficient and accurate estimation of the hydroelastic response of very large floating structures in waves is very important for design. In this paper, the plate Green function and fluid Green function are combined to analyze the hydroelastic response of very large floating structures. The plate Green function here is a new one proposed by the authors and it satisfies all boundary conditions for free-free rectangular plates on elastic foundations. The results are compared with some experimental data. It is shown that the method proposed in this paper is efficient and accurate. Finally, various factors affecting the hydroelastic response of very large floating structures are also studied.展开更多
The quasi-Green＇s function method is used to solve the free vibration problem of clamped thin plates on the Winkler foundation. Quasi-Green＇s function is established by the fundamental solution and the boundary equa...The quasi-Green＇s function method is used to solve the free vibration problem of clamped thin plates on the Winkler foundation. Quasi-Green＇s function is established by the fundamental solution and the boundary equation of the problem. The function satisfies the homogeneous boundary condition of tile problem. The mode-shape differential equation of the free vibration problem of clamped thin plates on the Winkler foundation is reduced to the Fredholm integral equation of the second kind by Green＇s formula. The irregularity of the kernel of the integral equation is overcome by choosing a suitable form of the normalized boundary equation. The numerical results show the high accuracy of the proposed method.展开更多
A new numerical method-Green quasifunction is proposed. The idea of Green quasifunction method is clarified in detail by considering a vibration problem of simply-supported thin polygonic plates on Pasternak foundatio...A new numerical method-Green quasifunction is proposed. The idea of Green quasifunction method is clarified in detail by considering a vibration problem of simply-supported thin polygonic plates on Pasternak foundation. A Green quasifunction is established by using the fundamental solution and boundary equation of the problem. This function satisfies the homogeneous boundary condition of the problem. The mode shape differential equation of the vibration problem of simply-supported thin plates on Pasternak foundation is reduced to two simultaneous Fredholm integral equations of the second kind by Green formula. There are multiple choices for the normalized boundary equation. Based on a chosen normalized boundary equation, a new normalized boundary equation can be established such that the irregularity of the kernel of integral equations is overcome. Finally, natural frequency is obtained by the condition that there exists a nontrivial solution in the numerically discrete algebraic equations derived from the integral equations. Numerical results show high accuracy of the Green quasifunction method.展开更多
本方法将薄板在特定域中的 Green 函数作为影响函数。在虚拟域点源、板内支承反力和惯性力的共同作用下、使实际板的边界上满足边界条件、内部支承处满足支承条件,由此建立一组方程.另外,对于每个离散化后的质点,其挠度等于虚拟域点源...本方法将薄板在特定域中的 Green 函数作为影响函数。在虚拟域点源、板内支承反力和惯性力的共同作用下、使实际板的边界上满足边界条件、内部支承处满足支承条件,由此建立一组方程.另外,对于每个离散化后的质点,其挠度等于虚拟域点源、内支承反力和惯性力三者作用挠度之和,由此可建立又一组方程。由两组方程可导出板的自振特征方程,从而求解各阶频率和振型。本方法适于任意形状、任意边界条件和任意内部支承的板,如连续板、点(柱)支承板等,且精度良好。展开更多
本方法将板在特定域中的 Green 函数作为影响函数,首先根据连续板的外边界条件以及内支承条件建立方程,求出虚拟域中的 Green 函数“源”以及连续板的内支承反力,继而由求得的“源值”、内支承反力和板上的已知荷载确定板内任意点的挠...本方法将板在特定域中的 Green 函数作为影响函数,首先根据连续板的外边界条件以及内支承条件建立方程,求出虚拟域中的 Green 函数“源”以及连续板的内支承反力,继而由求得的“源值”、内支承反力和板上的已知荷载确定板内任意点的挠度和内力.方法简单,易于编程序,且未知量比边界元分域法进一步减少,适应性强,不受板的形状以及边界条件的限制。文中附若干算例,并将其数值结果与有限元法比较,表明本方法精度良好.展开更多
本文对非均质地基弹性薄板的静力、自由振动和动态响应进行了详细的研究。在静力和动力分析中统一应用薄板静力弯曲的奇性控制方程的基本解作为其 Green 函数,避免应用复杂的动力问题基本解,使动力分析大为简化。本方法是一种特殊的边...本文对非均质地基弹性薄板的静力、自由振动和动态响应进行了详细的研究。在静力和动力分析中统一应用薄板静力弯曲的奇性控制方程的基本解作为其 Green 函数,避免应用复杂的动力问题基本解,使动力分析大为简化。本方法是一种特殊的边界元法。它不须计算奇异积分,能分析具有任意边界形状和任意边界条件的非均质地基弹性薄板,还能方便地分析单点或多点支承板以及连续板。算例表明本方法兼具计算量小而精度高等优点。展开更多
Very Large Floating Structures (VLFS) have drawn considerable attention recently due to their potential significance in the exploitation of ocean resources and in the utilization of ocean space. Efficient and accurate...Very Large Floating Structures (VLFS) have drawn considerable attention recently due to their potential significance in the exploitation of ocean resources and in the utilization of ocean space. Efficient and accurate estimation of their hydroelastic responses to waves is very important for the design. Recently, an efficient numerical algorithm was developed by Ertekin and Kim (1999). However, in their analysis, the linear Level I Green-Naghdi (GN) theory is employed to describe fluid dynamics instead of the conventional linear wave (LW) theory of finite water depth. They claimed that this linear level I GN theory provided better predictions of the hydroelastic responses of VLFS than the linear wave theory. In this paper, a detailed derivation is given in the conventional linear wave theory framework with the same quantity as used in the linear level I GN theory framework. This allows a critical comparison between the linear wave theory and the linear level I GN theory. It is found that the linear level I GN theory can be regarded as an approximation to the linear wave theory of finite water depth. The consequences of the differences between these two theories in the predicted hydroelastic responses are studied quantitatively. And it is found that the linear level I GN theory is not superior to the linear wave theory. Finally, various factors affecting the hydroelastic response of VLFS are studied with the implemented algorithm.展开更多
文摘Great attention has been paid to the development of very large floating structures. Owing to their extreme large size and great flexibility, the coupling between the structural deformation and fluid motion is significant. This is a typical problem of hydroelasticity. Efficient and accurate estimation of the hydroelastic response of very large floating structures in waves is very important for design. In this paper, the plate Green function and fluid Green function are combined to analyze the hydroelastic response of very large floating structures. The plate Green function here is a new one proposed by the authors and it satisfies all boundary conditions for free-free rectangular plates on elastic foundations. The results are compared with some experimental data. It is shown that the method proposed in this paper is efficient and accurate. Finally, various factors affecting the hydroelastic response of very large floating structures are also studied.
文摘The quasi-Green＇s function method is used to solve the free vibration problem of clamped thin plates on the Winkler foundation. Quasi-Green＇s function is established by the fundamental solution and the boundary equation of the problem. The function satisfies the homogeneous boundary condition of tile problem. The mode-shape differential equation of the free vibration problem of clamped thin plates on the Winkler foundation is reduced to the Fredholm integral equation of the second kind by Green＇s formula. The irregularity of the kernel of the integral equation is overcome by choosing a suitable form of the normalized boundary equation. The numerical results show the high accuracy of the proposed method.
基金Project supported by the Key Laboratory of Disaster Forecast and Control in Engineering,Ministry of Education of China the Key Laboratory of Diagnosis of Fault in Engineering Structures of Guangdong Province of China
文摘A new numerical method-Green quasifunction is proposed. The idea of Green quasifunction method is clarified in detail by considering a vibration problem of simply-supported thin polygonic plates on Pasternak foundation. A Green quasifunction is established by using the fundamental solution and boundary equation of the problem. This function satisfies the homogeneous boundary condition of the problem. The mode shape differential equation of the vibration problem of simply-supported thin plates on Pasternak foundation is reduced to two simultaneous Fredholm integral equations of the second kind by Green formula. There are multiple choices for the normalized boundary equation. Based on a chosen normalized boundary equation, a new normalized boundary equation can be established such that the irregularity of the kernel of integral equations is overcome. Finally, natural frequency is obtained by the condition that there exists a nontrivial solution in the numerically discrete algebraic equations derived from the integral equations. Numerical results show high accuracy of the Green quasifunction method.
文摘本方法将薄板在特定域中的 Green 函数作为影响函数。在虚拟域点源、板内支承反力和惯性力的共同作用下、使实际板的边界上满足边界条件、内部支承处满足支承条件,由此建立一组方程.另外,对于每个离散化后的质点,其挠度等于虚拟域点源、内支承反力和惯性力三者作用挠度之和,由此可建立又一组方程。由两组方程可导出板的自振特征方程,从而求解各阶频率和振型。本方法适于任意形状、任意边界条件和任意内部支承的板,如连续板、点(柱)支承板等,且精度良好。
文摘本方法将板在特定域中的 Green 函数作为影响函数,首先根据连续板的外边界条件以及内支承条件建立方程,求出虚拟域中的 Green 函数“源”以及连续板的内支承反力,继而由求得的“源值”、内支承反力和板上的已知荷载确定板内任意点的挠度和内力.方法简单,易于编程序,且未知量比边界元分域法进一步减少,适应性强,不受板的形状以及边界条件的限制。文中附若干算例,并将其数值结果与有限元法比较,表明本方法精度良好.
文摘本文对非均质地基弹性薄板的静力、自由振动和动态响应进行了详细的研究。在静力和动力分析中统一应用薄板静力弯曲的奇性控制方程的基本解作为其 Green 函数,避免应用复杂的动力问题基本解,使动力分析大为简化。本方法是一种特殊的边界元法。它不须计算奇异积分,能分析具有任意边界形状和任意边界条件的非均质地基弹性薄板,还能方便地分析单点或多点支承板以及连续板。算例表明本方法兼具计算量小而精度高等优点。
基金by the National Natural Science Foundation of China(50039010)the Science and Technology Development Foundation of Shanghai Municipal Government(00XD14015)
文摘Very Large Floating Structures (VLFS) have drawn considerable attention recently due to their potential significance in the exploitation of ocean resources and in the utilization of ocean space. Efficient and accurate estimation of their hydroelastic responses to waves is very important for the design. Recently, an efficient numerical algorithm was developed by Ertekin and Kim (1999). However, in their analysis, the linear Level I Green-Naghdi (GN) theory is employed to describe fluid dynamics instead of the conventional linear wave (LW) theory of finite water depth. They claimed that this linear level I GN theory provided better predictions of the hydroelastic responses of VLFS than the linear wave theory. In this paper, a detailed derivation is given in the conventional linear wave theory framework with the same quantity as used in the linear level I GN theory framework. This allows a critical comparison between the linear wave theory and the linear level I GN theory. It is found that the linear level I GN theory can be regarded as an approximation to the linear wave theory of finite water depth. The consequences of the differences between these two theories in the predicted hydroelastic responses are studied quantitatively. And it is found that the linear level I GN theory is not superior to the linear wave theory. Finally, various factors affecting the hydroelastic response of VLFS are studied with the implemented algorithm.
