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PHRAGMEN-LINDELOF ALTERNATIVE RESULTS FOR THE INITIAL BOUNDARY PROBLEM OF STOKES EQUATION
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作者 蔡崇喜 林长好 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1996年第8期729-739,共11页
In this paper we prove Phragmen-Lindelof type alternative.for foe initial boundaryproblem of Stokes equation, i. e. we show that the energy expression for the solutionof the initial boundary problem must either grow e... In this paper we prove Phragmen-Lindelof type alternative.for foe initial boundaryproblem of Stokes equation, i. e. we show that the energy expression for the solutionof the initial boundary problem must either grow exponentially or decay exponentiallywilh axial distance from the end of a semi-infinite strip. For the case of decay, we alsoestablish the pointwise estimate for the maximum module of the Stokes .flow andpresent a method for obtaining explicit bounds for the total energy. 展开更多
关键词 Stokes equation initial boundary problem phragmen-Lindelofalternative theorem estimate of energy dissipation
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Sediment Transport in Rivers and Coastal Waters
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作者 杨树清 余建星 王元战 《China Ocean Engineering》 SCIE EI 2003年第4期527-540,共14页
Following Bagnold's approach, a relationship between sediment transport and energy dissipation is developed. The major assumption made in the study is that the near bed velocity plays a dominant role in the proces... Following Bagnold's approach, a relationship between sediment transport and energy dissipation is developed. The major assumption made in the study is that the near bed velocity plays a dominant role in the process of sediment transport. A general relationship between energy dissipation and sediment transport is first proposed. Then the equations for total sediment transport are derived by introducing the appropriate expression of energy dissipation rate under different conditions, such as open channel flows, combination of wave and current, as well as longshore sediment transport. Within the flows investigated, the derived relationships are fairly consistent with the available data over a wide range of conditions. 展开更多
关键词 total sediment discharge longshore sediment transport rate of energy dissipation wave-current interaction
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THE RISK AND ECONOMY ANALYSIS OF ENERGY DISSIPATORS
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作者 Guo Zi-zhong Xu Zu-xin Hohai University,Nanjing 210024,P.R ChinaWu Jian-hua Nanjing Hydraulic Research Institute,Nanjing 210024,P.R.China 《Journal of Hydrodynamics》 SCIE EI CSCD 1991年第4期1-7,共7页
According to the analysis results of risk,economy and practical experiences for many years,the paper demonstrates that the great economic benifits can be got by reducing the design flood standard of energy dissipators... According to the analysis results of risk,economy and practical experiences for many years,the paper demonstrates that the great economic benifits can be got by reducing the design flood standard of energy dissipators and that the reduction of design flood standard is significant for reducing project investment and speeding project construction. 展开更多
关键词 THE RISK AND ECONOMY ANALYSIS of energy DISSIPATORS LENGTH THAN QS
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A Class of Stable and Conservative Finite Difference Schemes for the Cahn-Hilliard Equation
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作者 Ting-chun WANG Li-mei ZHAO Bo-ling GUO 《Acta Mathematicae Applicatae Sinica》 SCIE CSCD 2015年第4期863-878,共16页
In this paper, we propose a class of stable finite difference schemes for the initial-boundary value problem of the Cahn-Hilliard equation. These schemes are proved to inherit the total mass conservation and energy di... In this paper, we propose a class of stable finite difference schemes for the initial-boundary value problem of the Cahn-Hilliard equation. These schemes are proved to inherit the total mass conservation and energy dissipation in the discrete level. The dissipation of the total energy implies boundness of the numerical solutions in the discrete H1 norm. This in turn implies boundedness of the numerical solutions in the maximum norm and hence the stability of the difference schemes. Unique existence of the numerical solutions is proved by the fixed-point theorem. Convergence rate of the class of finite difference schemes is proved to be O(h2 + r2) with time step T and mesh size h. An efficient iterative algorithm for solving these nonlinear schemes is proposed and discussed in detail. 展开更多
关键词 Cahn-Hilliard equation finite difference scheme conservation of mass dissipation of energy CONVERGENCE iterative algorithm
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Damage Studies of Brittle-Ductile Transition in PP EPDM Blends
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作者 李强 郑文革 +1 位作者 漆宗能 吴选征 《Science China Chemistry》 SCIE EI CAS 1993年第11期1300-1306,共7页
Damage zones of brittle-ductile (B-D) transition in PP/EPDM blends are studied in this paper. The contribution of crazing and shear yielding zones in damage zones to energy dissipation of blends was measured with comp... Damage zones of brittle-ductile (B-D) transition in PP/EPDM blends are studied in this paper. The contribution of crazing and shear yielding zones in damage zones to energy dissipation of blends was measured with computer image analysis (CIA) and the transition of shear yielding zone (A_(sh)) with rubber volume fraction (V_f) was also manipulated. Results showed that the B-D transition of impact strength of blends corresponded to the fracture mechanism in PP/EPDM blends, from matrix crazing to matrix shear yielding. In addition, two new parameters, density of energy dissipation for crazing zone (F_(cz)) and for shear yielding zone (F_(sh)), are first obtained in this paper. The value of F_(sh) is about four times larger than that of F_(cz) for PP/EPDM blends, which confirmed that the matrix shear yielding is a more effective way of energy dissipation in blends. 展开更多
关键词 brittle-ductile transition damage studies pereolation model density of energy dissipation for crazing zone(F_(cz)) density of energy dissipation for shear yielding zone(F_(sb)).
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