DYNAMIC ANALYSIS OF UNDERGROUND COMPOSITE STRUCTURES UNDER EXPLOSION LOADING

In selecting rational types of underground structures resisting explosion, in order to improve stress states of the structural section and make full use of material strength of each part of the section, the research method of composite structures is presented.Adopting the analysis method of micro-se...

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Published inApplied mathematics and mechanics Vol. 25; no. 3; pp. 272 - 278
Main Author 赵晓兵 薛大为 赵玉祥
Format Journal Article
LanguageEnglish
Published Dordrecht Springer Nature B.V 01.03.2004
The Command Institute of the Second Artillery of PLA,Wuhan 430012, P.R.China%University of Macau, C. Postal 3001, Macau, P.R.China%Luoyang Hydraulic Engineering Technology Institute,Luoyang 471023, P.R.China
EditionEnglish ed.
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ISSN0253-4827
1573-2754
DOI10.1007/BF02437330

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Abstract In selecting rational types of underground structures resisting explosion, in order to improve stress states of the structural section and make full use of material strength of each part of the section, the research method of composite structures is presented.Adopting the analysis method of micro-section free body, equilibrium equations, constraint equations and deformation coordination equations are given. Making use of the concept of generalized work and directly introducing Lagrange multiplier specific in physical meaning,the validity of the constructed generalized functional is proved by using variation method.The rational rigidity matching relationship of composite structure section is presentedthrough example calculations.
AbstractList TU311.3; In selecting rational types of underground structures resisting explosion, in order to improve stress states of the structural section and make full use of material strength of each part of the section, the research method of composite structures is presented. Adopting the analysis method of micro-section free body, equilibrium equations, constraint equations and deformation coordination equations are given. Making use of the concept of generalized work and directly introducing Lagrange multiplier specific in physical meaning, the validity of the constructed generalized functional is proved by using variation method. The rational rigidity matching relationship of composite structure section is presented through example calculations.
In selecting rational types of underground structures resisting explosion, in order to improve stress states of the structural section and make full use of material strength of each part of the section, the research method of composite structures is presented.Adopting the analysis method of micro-section free body, equilibrium equations, constraint equations and deformation coordination equations are given. Making use of the concept of generalized work and directly introducing Lagrange multiplier specific in physical meaning,the validity of the constructed generalized functional is proved by using variation method.The rational rigidity matching relationship of composite structure section is presentedthrough example calculations.
In selecting rational types of underground structures resisting explosion, in order to improve stress states of the structural section and make full use of material strength of each part of the section, the research method of composite structures is presented. Adopting the analysis method of micro-section free body, equilibrium equations, constraint equations and deformation coordination equations are given. Making use of the concept of generalized work and directly introducing Lagrange multiplier specific in physical meaning, the validity of the constructed generalized functional is proved by using variation method. The rational rigidity matching relationship of composite structure section is presented through example calculations.
Author 赵晓兵 薛大为 赵玉祥
AuthorAffiliation LuoyangHydraulicEngineeringTechnologyInstitute,Luoyang471023,P.R.China TheCommandInstituteoftheSecondArtilleryofPLA,Wuhan430012,P.R.China UniversityofMacau,C.Postal3001,Macau,P.R.China
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Cites_doi 10.1007/978-1-4612-5034-0
10.1137/S0363012995290288
10.1142/S0218127498000504
10.1007/BF02453761
10.1007/978-1-4471-1575-5
10.1142/3033
10.1016/0005-1098(94)00146-A
10.1007/BF02437330
10.1007/BF02098052
10.1016/0167-2789(94)90062-0
10.1142/S0218127400000360
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generalized variation principle
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SubjectTerms Calculus of variations
Composite structures
Equilibrium equations
Lagrange multiplier
Mathematical analysis
Underground explosions
Underground structures
刚性匹配
动力学分析
地下复合建筑
混凝土结构
防水处理
Title DYNAMIC ANALYSIS OF UNDERGROUND COMPOSITE STRUCTURES UNDER EXPLOSION LOADING
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