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 in | Applied mathematics and mechanics Vol. 25; no. 3; pp. 272 - 278 |
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Main Author | |
Format | Journal Article |
Language | English |
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 |
Edition | English ed. |
Subjects | |
Online Access | Get full text |
ISSN | 0253-4827 1573-2754 |
DOI | 10.1007/BF02437330 |
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Summary: | 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. |
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Bibliography: | 31-1650/O1 TU311.3 ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 14 |
ISSN: | 0253-4827 1573-2754 |
DOI: | 10.1007/BF02437330 |