We investigate the global existence of strong solutions to a non-isothermal ideal gas model derived from an energy variational approach.We first show the global wellposedness in the Sobolev space H^(2)(R^(3)) for solu...We investigate the global existence of strong solutions to a non-isothermal ideal gas model derived from an energy variational approach.We first show the global wellposedness in the Sobolev space H^(2)(R^(3)) for solutions near equilibrium through iterated energy-type bounds and a continuity argument.We then prove the global well-posedness in the critical Besov space B^(3/2)_(2,1) by showing that the linearized operator is a contraction mapping under the right circumstances.展开更多
According to the limit equilibrium state of soils behind rigid walls and the pseudo-static approach,a general closed-form solution to seismic and static active earth pressure on the walls,which considers shear and ten...According to the limit equilibrium state of soils behind rigid walls and the pseudo-static approach,a general closed-form solution to seismic and static active earth pressure on the walls,which considers shear and tension failure of the retained soil,is put forward using a variational calculus method.The application point of the active resultant force specified in the proposed method is explained with a clear physical meaning related to possible movement modes of the walls.In respect of the derived nine dependent equations reflecting the functional characteristics of the earth pressure,the proposed method can be performed easily via an implicit strategy.There are 13 basic factors related to the retained soils,walls,and external loads to be involved in the proposed method.The tension crack segment of the slip surface is obviously influenced by these parameters,apart from vertical seismic coefficient and geometric bounds of the surcharge,but the shear slip segment maintains an approximately planar shape almost uninfluenced by these parameters.Noticeably,the proposed method quantitatively reflects that the resultant of the active earth pressure is always within a limited range under different possible movements of the same wall.展开更多
When <em>D</em> is a linear partial differential operator of any order, a <em>direct problem</em> is to look for an operator <em>D</em><sub>1</sub> generating the <em...When <em>D</em> is a linear partial differential operator of any order, a <em>direct problem</em> is to look for an operator <em>D</em><sub>1</sub> generating the <em>compatibility conditions </em>(CC) <span style="white-space:normal;"><em>D</em></span><span style="white-space:normal;"><sub><em>1</em></sub><span style="white-space:nowrap;"><span style="white-space:nowrap;"><em><span style="white-space:nowrap;">η</span></em></span></span> =</span><sub></sub> 0 of <em>D</em><span style="white-space:nowrap;"><span style="white-space:nowrap;"><em><span style="white-space:nowrap;">ξ </span></em></span></span>= <span style="white-space:nowrap;"><span style="white-space:nowrap;"><em><span style="white-space:nowrap;">η</span></em></span></span>. Conversely, when <span style="white-space:normal;"><em>D</em></span><span style="white-space:normal;"><sub>1</sub></span> is given, an <em>inverse problem</em> is to look for an operator <span style="white-space:normal;"><em>D</em></span> such that its CC are generated by <span style="white-space:normal;"><em>D</em></span><span style="white-space:normal;"><sub>1</sub></span> and we shall say that <span style="white-space:normal;"><em>D</em></span><span style="white-space:normal;"><sub>1</sub></span> is <em>parametrized</em> by <em>D</em> = <span style="white-space:normal;"><em>D</em></span><span style="white-space:normal;"><sub>0</sub></span>. We may thus construct a differential sequence with successive operators <em>D</em>, <em>D</em><sub>1</sub>, <em>D</em><sub>2</sub>, ..., each operator parametrizing the next one. Introducing the<em> formal adjoint ad</em>() of an operator, we have <img src="Edit_ecbb631c-2896-4dad-8234-cacd5504f138.png" alt="" />but <span style="white-space:nowrap;"><em>ad</em> (<em>D</em><sub><em>i</em>-1</sub>)</span> may not generate <em>all</em> the CC of <em>ad </em>(<em>D</em><sub>i</sub>). When <em>D </em>= <em>K</em> [d<sub>1</sub>, ..., d<sub>n</sub>] = <em>K </em>[<em>d</em>] is the (non-commutative) ring of differential operators wit展开更多
This paper presents a variational method for the fuse-warhead coordination design of an air-faced missile, which takes the distribution density of fragments for a variable and the totalprobability of kill of single mi...This paper presents a variational method for the fuse-warhead coordination design of an air-faced missile, which takes the distribution density of fragments for a variable and the totalprobability of kill of single missile against an air-target for an objective function.展开更多
According to the necessary condition of the functional taking the extremum, that is its first variation is equal to zero, the variational problems of the functionals for the undetermined boundary in the calculus of va...According to the necessary condition of the functional taking the extremum, that is its first variation is equal to zero, the variational problems of the functionals for the undetermined boundary in the calculus of variations are researched, the functionals depend on single argument, arbitrary unknown functions and their derivatives of higher orders. A new view point is posed and demonstrated, i.e. when the first variation of the functional is equal to zero, all the variational terms are not independent to each other, and at least one of them is equal to zero. Some theorems and corollaries of the variational problems of the functionals are obtained.展开更多
This study investigates the technique of variational calculus applied to estimate the slope stability considering the mechanism of planar failure.The critical plane failure surface should be determined because it theo...This study investigates the technique of variational calculus applied to estimate the slope stability considering the mechanism of planar failure.The critical plane failure surface should be determined because it theoretically indicates the most unfavorable plane to be considered when stabilizing a slope to rectify the instability generated by several statistically possible planes.This generates integrals that can be solved by numerical methods,such as the Newton Cotes and the finite differences methods.Additionally,a system of nonlinear equations is obtained and solved.The surface of the critical planar failure is determined by applying the condition of transversality in mobile boundaries,for which various examples are provided.The number of slices is varied in one of the examples,while the surface of the critical planar failure is determined in the others.Results are compared using analytical methods through axis rotations.All the results obtained by considering normal stress,safety factors,and critical planar failure are nearly the same;however,in this research,a study is carried out for“n”number of slices using programming methods.Sub-routines are important because they can be applied in slopes with different geometry,surcharge,interstitial pressure,and pseudo-static load.展开更多
基金partially supported by the Zhejiang Province Science Fund(LY21A010009)partially supported by the National Science Foundation of China(12271487,12171097)partially supported by the National Science Foundation(DMS-2012333,DMS-2108209)。
文摘We investigate the global existence of strong solutions to a non-isothermal ideal gas model derived from an energy variational approach.We first show the global wellposedness in the Sobolev space H^(2)(R^(3)) for solutions near equilibrium through iterated energy-type bounds and a continuity argument.We then prove the global well-posedness in the critical Besov space B^(3/2)_(2,1) by showing that the linearized operator is a contraction mapping under the right circumstances.
基金supported by the National Natural Science Foundation of China(No.51578466)the Construction S&T Project of Department of Transportation of Sichuan Province,China(No.2020A01)。
文摘According to the limit equilibrium state of soils behind rigid walls and the pseudo-static approach,a general closed-form solution to seismic and static active earth pressure on the walls,which considers shear and tension failure of the retained soil,is put forward using a variational calculus method.The application point of the active resultant force specified in the proposed method is explained with a clear physical meaning related to possible movement modes of the walls.In respect of the derived nine dependent equations reflecting the functional characteristics of the earth pressure,the proposed method can be performed easily via an implicit strategy.There are 13 basic factors related to the retained soils,walls,and external loads to be involved in the proposed method.The tension crack segment of the slip surface is obviously influenced by these parameters,apart from vertical seismic coefficient and geometric bounds of the surcharge,but the shear slip segment maintains an approximately planar shape almost uninfluenced by these parameters.Noticeably,the proposed method quantitatively reflects that the resultant of the active earth pressure is always within a limited range under different possible movements of the same wall.
文摘When <em>D</em> is a linear partial differential operator of any order, a <em>direct problem</em> is to look for an operator <em>D</em><sub>1</sub> generating the <em>compatibility conditions </em>(CC) <span style="white-space:normal;"><em>D</em></span><span style="white-space:normal;"><sub><em>1</em></sub><span style="white-space:nowrap;"><span style="white-space:nowrap;"><em><span style="white-space:nowrap;">η</span></em></span></span> =</span><sub></sub> 0 of <em>D</em><span style="white-space:nowrap;"><span style="white-space:nowrap;"><em><span style="white-space:nowrap;">ξ </span></em></span></span>= <span style="white-space:nowrap;"><span style="white-space:nowrap;"><em><span style="white-space:nowrap;">η</span></em></span></span>. Conversely, when <span style="white-space:normal;"><em>D</em></span><span style="white-space:normal;"><sub>1</sub></span> is given, an <em>inverse problem</em> is to look for an operator <span style="white-space:normal;"><em>D</em></span> such that its CC are generated by <span style="white-space:normal;"><em>D</em></span><span style="white-space:normal;"><sub>1</sub></span> and we shall say that <span style="white-space:normal;"><em>D</em></span><span style="white-space:normal;"><sub>1</sub></span> is <em>parametrized</em> by <em>D</em> = <span style="white-space:normal;"><em>D</em></span><span style="white-space:normal;"><sub>0</sub></span>. We may thus construct a differential sequence with successive operators <em>D</em>, <em>D</em><sub>1</sub>, <em>D</em><sub>2</sub>, ..., each operator parametrizing the next one. Introducing the<em> formal adjoint ad</em>() of an operator, we have <img src="Edit_ecbb631c-2896-4dad-8234-cacd5504f138.png" alt="" />but <span style="white-space:nowrap;"><em>ad</em> (<em>D</em><sub><em>i</em>-1</sub>)</span> may not generate <em>all</em> the CC of <em>ad </em>(<em>D</em><sub>i</sub>). When <em>D </em>= <em>K</em> [d<sub>1</sub>, ..., d<sub>n</sub>] = <em>K </em>[<em>d</em>] is the (non-commutative) ring of differential operators wit
文摘This paper presents a variational method for the fuse-warhead coordination design of an air-faced missile, which takes the distribution density of fragments for a variable and the totalprobability of kill of single missile against an air-target for an objective function.
文摘According to the necessary condition of the functional taking the extremum, that is its first variation is equal to zero, the variational problems of the functionals for the undetermined boundary in the calculus of variations are researched, the functionals depend on single argument, arbitrary unknown functions and their derivatives of higher orders. A new view point is posed and demonstrated, i.e. when the first variation of the functional is equal to zero, all the variational terms are not independent to each other, and at least one of them is equal to zero. Some theorems and corollaries of the variational problems of the functionals are obtained.
文摘This study investigates the technique of variational calculus applied to estimate the slope stability considering the mechanism of planar failure.The critical plane failure surface should be determined because it theoretically indicates the most unfavorable plane to be considered when stabilizing a slope to rectify the instability generated by several statistically possible planes.This generates integrals that can be solved by numerical methods,such as the Newton Cotes and the finite differences methods.Additionally,a system of nonlinear equations is obtained and solved.The surface of the critical planar failure is determined by applying the condition of transversality in mobile boundaries,for which various examples are provided.The number of slices is varied in one of the examples,while the surface of the critical planar failure is determined in the others.Results are compared using analytical methods through axis rotations.All the results obtained by considering normal stress,safety factors,and critical planar failure are nearly the same;however,in this research,a study is carried out for“n”number of slices using programming methods.Sub-routines are important because they can be applied in slopes with different geometry,surcharge,interstitial pressure,and pseudo-static load.
