APPLICATIONS OF GLASS FIBRES FOR CONCRETE BEAMS

When a fibrous cement composite is combined structurally with a reinforced or prestressed concrete beam, an improvement in structural performance can be expected. In this study, in order to control the crack width and deflection of high tensile steel reinforced concrete beams and unbonded prestressed beams, composite sections, in which a part of tensile zone of the beam was replaced by alkali- resistant glass fibre reinforced mortar layer, were used. Totally 28 reinforced and prestressed beams having both the composite and conventional sections were prepared and tested to flexural failure under static loading. The results of tests show that this form of composite section is remarkably effective for reducing the maximum crack width and mid point deflection, and also for increasing both the flexural cracking and ultimate strengths of reinforced and unbonded prestressed concrete beams. (Author/TRRL)

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 461-472

Subject/Index Terms

Filing Info

  • Accession Number: 00348617
  • Record Type: Publication
  • Source Agency: ARRB
  • ISBN: 85841 167 9
  • Files: ITRD, TRIS, ATRI
  • Created Date: Apr 28 1982 12:00AM