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MATERIAL TESTING AND STRUCTURAL ANALYSIS OF FRC BEAMS - AFRACTURE MECHANICS APPROACH

Anette Jansson (Institutionen för bygg- och miljöteknik, Konstruktionsteknik) ; Ingemar Löfgren ; Kent Gylltoft (Institutionen för bygg- och miljöteknik, Konstruktionsteknik)
Conference proceedings - Befib, Chennai India, Sept 2008 (2008)
[Konferensbidrag, refereegranskat]

Abstract The presented work has been focused on strain-softening FRC and the interrelationship between material properties and structural behaviour. The main purpose of this work was to establish a procedure for structural analysis of flexural members with a combination of steel fibres and conventional reinforcement. A systematic approach for material testing and structural analysis, based on fracture mechanics, has been used and this covers: (1) material testing; (2) inverse analysis; (3) adjustment of the s-w relationship for fibre efficiency; and (4) cross-sectional and structural analysis. The results suggest that the approach used for the material testing provides the necessary properties to perform analyses based on non-linear fracture mechanics. The structural behaviour could be predicted with good agreement with FEM using both bi-linear and multi-linear s-w relationships. When comparing the peak loads obtained in the experiments with the results from the analyses, the agreement was good, with a high correlation. This demonstrates the strength of the fracture-mechanics approach for material testing and structural analysis.

Nyckelord: fibre-reinforced concrete, fracture mechanics, stress-crack opening relationship,



Denna post skapades 2008-11-12. Senast ändrad 2016-09-14.
CPL Pubid: 77731

 

Institutioner (Chalmers)

Institutionen för bygg- och miljöteknik, Konstruktionsteknik

Ämnesområden

Konstruktionsmaterial

Chalmers infrastruktur