A simple-to-integrate formula of stress as a function of strain in concrete and its description procedure

Mechanika

Volumn 66, Issue 4, 2007, Pages 23-30

  Židonis, Ipolita ^a  

^a IAULIAI UNIVERSITY   (Lithuania)

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSIVE STRENGTH; CRACK INITIATION; FRACTURE; STRAIN; STRESS-STRAIN CURVES; STRESSES; STRUCTURAL LOADS;

CURVILINEAR DIAGRAMS; SIMPLE-TO-INTEGRATE FORMULA;

REINFORCED CONCRETE;

EID: 36148952473     PISSN: 13921207     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (15)

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2. Eurocode 2: Design of Concrete Structures - Part 1: General Rules and Rules for Buildings. European Committee for Standartization. Pr - EN 1992 - 1, October 2001.-230p.
3. Zaliesov, A.S.; Chistiakov, E.A.; Laricheva, I.J. New methods of calculating reinforced concrete members at normal sections based on deformation calculation model.-Concrete and Reinforced Concrete, 5, 1997, p.31-34 (in Russian).
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9. Židonis, I. Stress strain state calculation of reinforced concrete beams at normal cracks.-Reinforced Constructions: Crack Resistance of Reinforced Concrete Constructions, 15. -Vilnius, 1987, p.42-49 (in Russian).
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14. Dulinskas, E.; Zabulionis, D.; Balevičius, R. The equivalence analysis of code STR 2.05.05 and EC2 methods for in bending reinforced concrete elements.-Building Structures: Development of Building Structures in the Light of Integration into the Eurcode Zone. (Proc. of the national conference held in Vilnius on 3 March 2006).-Vilnius: Technika, 2006, p.147-155 (in Lithuanian).
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