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Numerical assessment of explosion resistant profiled barriers

Author
BOH, J. W1 ; LOUCA, L. A2 ; CHOO, Y. S1
[1] Centre for Offshore and Maritime Engineering, Faculty of Engineering, National University of Singapore, Blk E1A, #07-03 No 1, Engineering Drive 2, Singapore 117576, Singapore
[2] Department of Civil and Environmental Engineering, Imperial College London, SW7 2AZ, United Kingdom
Source

Marine structures. 2004, Vol 17, Num 2, pp 139-160, 22 p ; ref : 21 ref

ISSN
0951-8339
Scientific domain
Energy; Civil engineering; Transportation
Publisher
Elsevier, Oxford
Publication country
United Kingdom
Document type
Article
Language
English
Author keyword
Boundary conditions Buckling Explosions Finite element analysis Imperfection Profiled blast barrier
Keyword (fr)
Acier inoxydable Analyse numérique Barrière Condition aux limites Défaut Explosion Flambage Méthode élément fini Ouvrage en mer Protection personne Recommandation Réponse dynamique
Keyword (en)
Stainless steel Numerical analysis Barrier Boundary condition Defect Explosions Buckling Finite element method Offshore structure Person protection Recommendation Dynamic response
Keyword (es)
Acero inoxidable Análisis numérico Barrera Condiciones límites Defecto Explosión Pandeo Método elemento finito Estructura plataforma sondeo marítimo Protección persona Recomendación Respuesta dinámica
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14L Hydraulic constructions / 001D14L07 Offshore structure (platforms, tanks, etc.)

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
16092200

Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS

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