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Size effect for high-strength concrete cylinders subjected to axial impact

Author
KRAUTHAMMER, T1 ; ELFAHAL, M. M1 ; LIM, J1 ; OHNO, T2 ; BEPPU, M2 ; MARKESET, G3
[1] Department of Civil and Environmental Engineering, The Pennsylvania State University, Protective Technology Center, 212 Sackett Building, University Park, PA 16802-1408, United States
[2] Department of Civil Engineering, National Defense Academy, Yokosuka, Japan
[3] Norwegian Defence Construction Service, Oslo, Norway
Source

International journal of impact engineering. 2003, Vol 28, Num 9, pp 1001-1016, 16 p ; ref : 12 ref

CODEN
IJIED4
ISSN
0734-743X
Scientific domain
Mechanics acoustics
Publisher
Elsevier Science, Oxford
Publication country
United Kingdom
Document type
Article
Language
English
Author keyword
High-strength concrete Impact Loading rate Size effect
Keyword (en)
Classification
Pascal
001 Exact sciences and technology / 001B Physics / 001B60 Condensed matter: structure, mechanical and thermal properties / 001B60B Mechanical and acoustical properties of condensed matter / 001B60B20 Mechanical properties of solids / 001B60B20M Fatigue, brittleness, fracture, and cracks

Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14G Materials / 001D14G02 Concretes. Mortars. Grouts / 001D14G02E Properties and performance tests of mortar and hardened concrete

Pacs
6220M Fatigue, brittleness, fracture, and cracks

Discipline
Building. Public works. Transport. Civil engineering Physics of condensed state : structure, mechanical and thermal properties
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
14687111

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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