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Pro098

ELASTIC-PLASTIC ANALYSIS OF I- SHAPED NORMAL STRENGTH FERROCEMENTBEAMS



Author(s): Azad A. Mohammed
Book Title: FERRO-11 – 11th International Symposium on Ferrocement and 3rd ICTRC - International Conference on Textile Reinforced Concrete
Editor: Wolfgang Brameshuber
Print-ISBN: 978-2-35158-152-0
e-ISBN: 978-2-35158-153-7
Publisher: RILEM Publications SARL
Publication year: 2015
Pages: 181-198
Total Pages: 18
Language: English


Abstract: In this paper flexural analysis of ferrocement I-section beam is presented. Elastic- plastic behavior of ferrocement constituent materials was incorporated in the analysis. The analysis is based on deriving moment- curvature relationship obtained from the concept of equilibrium of forces and compatibility of strains. Later from the deflection equation of elastic beam, complete load- deflection response was obtained. Comparison with the test data on load- deflection relationship of ferrocement I- section beam showed a good agreement. A simple method for calculating ultimate load capacity of I- section ferrocement beam was proposed. The calculated ultimate load was found to be accurate when compared with the available test data of the average test/ calculated ratio equal to 1.05.


Online publication: 2015
Publication Type: full_text
Public price (Euros): 0.00