Effects of deviators and tendon configuration on behavior of externally prestressed beams

ACI Structural Journal

Volumn 94, Issue 1, 1997, Pages 13-22

  Tan, Kiang Hwee ^a   Ng, Chee Khoon ^a  

^a NONE

Author keywords

Beams (supports); Cracking (fracturing); Deflection; Prestressing; Prestressing steels; Strength

Indexed keywords

BEARING CAPACITY; BENDING STRENGTH; CALCULATIONS; CRACK INITIATION; DEFLECTION (STRUCTURES); DUCTILITY; FRACTURE; REINFORCED CONCRETE; RESIDUAL STRESSES; STEEL STRUCTURES; STRENGTH OF MATERIALS; SUPPORTS;

BOND REDUCTION COEFFICIENTS; DEVIATORS; LOAD CARRYING CAPACITY; PRESTRESSING STEELS; SERVICE LOAD DEFLECTIONS; TENDON CONFIGURATION;

PRESTRESSED BEAMS AND GIRDERS;

EID: 0030784630     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (11)

1. External Prestressing in Bridges, SP-120, Antoine Naaman and John Breen, eds., American Concrete Institute, Detroit, 1990, 458 p.
2. External Prestressing in Structures, Proceedings, International Workshop, Saint-Rémy-les-Chevreuse, France, June 9-12, 1993, E. Conti and B. Foure, eds., Association Française pour la Construction, 472 p.
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9. Naaman, A. E., and Alkhairi, F. M., "Stress at Ultimate in Unbonded Post-Tensioning Tendons - Part 2: Proposed Methodology," ACI Structural Journal, V. 88, No. 6, Nov.-Dec. 1991, pp. 683-692.
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11. "Structural Use of Concrete - Part 1, 2, and 3," BS 8110, British Standard Institution, U.K., 1985.