Derivation of a crack opening deflection relationship for fibre reinforced concrete panels using a stochastic model: Application for predicting the flexural behaviour of round panels using stress crack opening diagrams
- Civil, Geological, and Mining Engineering Department, Ecole Polytechnique of Montreal, P.O. Box 6079, Station Centre-ville, Montreal, Quebec, H3C 3A7 (Canada)
This study is aimed at proposing a simple analytical model to investigate the post-cracking behaviour of FRC panels, using an arbitrary tension softening, stress crack opening diagram, as the input. A new relationship that links the crack opening to the panel deflection is proposed. Due to the stochastic nature of material properties, the random fibre distribution, and other uncertainties that are involved in concrete mix, this relationship is developed from the analysis of beams having the same thickness using the Monte Carlo simulation (MCS) technique. The softening diagrams obtained from direct tensile tests are used as the input for the calculation, in a deterministic way, of the mean load displacement response of round panels. A good agreement is found between the model predictions and the experimental results.
- OSTI ID:
- 21576915
- Journal Information:
- Cement and Concrete Research, Vol. 41, Issue 9; Other Information: DOI: 10.1016/j.cemconres.2011.05.003; PII: S0008-8846(11)00142-6; Copyright (c) 2011 Elsevier Science B.V., Amsterdam, The Netherlands, All rights reserved.; ISSN 0008-8846
- Country of Publication:
- United States
- Language:
- English
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Related Subjects
COMPUTERIZED SIMULATION
CRACKING
CRACKS
DIAGRAMS
FIBERS
FLEXURAL STRENGTH
FORECASTING
MONTE CARLO METHOD
PANELS
REINFORCED CONCRETE
STRESSES
TENSILE PROPERTIES
THICKNESS
BUILDING MATERIALS
CALCULATION METHODS
CHEMICAL REACTIONS
COMPOSITE MATERIALS
CONCRETES
DECOMPOSITION
DIMENSIONS
INFORMATION
MATERIALS
MECHANICAL PROPERTIES
PYROLYSIS
REINFORCED MATERIALS
SIMULATION
THERMOCHEMICAL PROCESSES