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Flexural capacity of thin wall fibre reinforced cement
AbstractA method of calculating the flexural strength (cracking) of fibre reinforced cement floor and wall systems is presented. The method for flexural strength is based on non-linear stress-strain relationship at failure tension and corresponding stress distribution in section at cracking and subsequent failure. The method is verified in tests of full-scale ‘V’ and ‘U’ shaped panels made of asbestos-cement which were tested as simply supported beams designed for the construction of low cost housing and wall facades. Additional tests were performed on small sized samples to verify the mechanical properties of material used.
Flexural capacity of thin wall fibre reinforced cement
AbstractA method of calculating the flexural strength (cracking) of fibre reinforced cement floor and wall systems is presented. The method for flexural strength is based on non-linear stress-strain relationship at failure tension and corresponding stress distribution in section at cracking and subsequent failure. The method is verified in tests of full-scale ‘V’ and ‘U’ shaped panels made of asbestos-cement which were tested as simply supported beams designed for the construction of low cost housing and wall facades. Additional tests were performed on small sized samples to verify the mechanical properties of material used.
Flexural capacity of thin wall fibre reinforced cement
Zielinski, Z.A. (Autor:in) / Pekau, O.A. (Autor:in) / Rohadi, M.A. (Autor:in)
Construction and Building Materials ; 2 ; 120-130
01.01.1988
11 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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