Shear strength of reinforced steel fibrous concrete corbels without shear reinforcement
- Author
- KUMAR, Shailendra1
[1] Department of Civil Engineering, National Institute of Technology, Jamshedpur 831 014, India - Source
Journal of the Institution of Engineers. India. Civil Engineering Division. 2004, Vol 85, Num nov, pp 202-212, 11 p ; ref : 25 ref
- CODEN
- JECVAW
- ISSN
- 0020-336X
- Scientific domain
- Civil engineering
- Publisher
- Institution of Engineers, Calcutta
- Publication country
- India
- Document type
- Article
- Language
- English
- Author keyword
- Plasticity coefficient Reinforced concrete corbels Shear strength Steel fibres Strut-tie-action
- Keyword (fr)
- Béton armé fibre Etude comparative Fibre acier Matériau construction Méthode analytique Plasticité Résistance cisaillement Résultat expérimental
- Keyword (en)
- Fiber reinforced concrete Comparative study Steel fiber Construction materials Analytical method Plasticity Shear strength Experimental result
- Keyword (es)
- Hormigón fibra armada Estudio comparativo Fibra acero Material construcción Método analítico Plasticidad Resistencia cizallamiento Resultado experimental
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14C Structural analysis. Stresses / 001D14C01 Strength of materials (elasticity, plasticity, buckling, etc.)
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14G Materials / 001D14G02 Concretes. Mortars. Grouts / 001D14G02J Fibre reinforced concrete (including asbestos cement)
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 17269982
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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