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- W634520272 abstract "The objective of the current work was to investigate the effect of steel fibres on the structural behaviour and strength of concrete walls without traditional reinforcement. The main parameters investigated were: a) the effect of fibre content; and b) the effect of wall openings. Nine walls were tested. All walls were loaded incrementally using a 500 tons Compression Amsler machine. After cracking, the load increments, initially 5.0 tons, were reduced. Strain and deflection measurements were made at each load, and any cracks were marked and recorded. Results indicate that the presence of fibres improves the serviceability, ductility and strength of the walls. Empirical equations were developed to predict the wall ultimate strength. For the covering abstract of the conference see IRRD 862056." @default.
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- W634520272 date "1992-01-01" @default.
- W634520272 modified "2023-09-26" @default.
- W634520272 title "STRENGTH AND BEHAVIOUR OF VERTICALLY LOADED FIBER REINFORCED CONCRETE WALLS" @default.
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