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Volumn 16, Issue 6, 2011, Pages 828-838

Proposed modification of AASHTO-LRFD for computing stress in unbonded tendons at ultimate

Author keywords

External prestressing; Flexure; Post tensioning; Prestressing; Stress; Unbonded tendons

Indexed keywords

COLLAPSE MECHANISM; COMPREHENSIVE STUDIES; EXTERNAL PRESTRESSING; FLEXURE; MULTI-SPANS; POST TENSIONED; POST TENSIONING; TEST DATA; UNBONDED MEMBER; UNBONDED TENDONS;

EID: 83755183588     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)BE.1943-5592.0000183     Document Type: Article
Times cited : (21)

References (11)
  • 2
    • 32444434489 scopus 로고    scopus 로고
    • AASHTO. American Association of State Highway and Transportation Officials, Washington, DC
    • AASHTO. (2004). LRFD bridge design specifications. American Association of State Highway and Transportation Officials, Washington, DC
    • (2004) LRFD Bridge Design Specifications
  • 4
    • 0001233231 scopus 로고
    • Rotational capacity of reinforced concrete beams
    • 0044-8001
    • Corley, G. W. (1966). Rotational capacity of reinforced concrete beams. J. Struct. Div. 0044-8001, 92 (5), 121-146.
    • (1966) J. Struct. Div. , vol.92 , Issue.5 , pp. 121-146
    • Corley, G.W.1
  • 5
    • 33845569333 scopus 로고    scopus 로고
    • On the stress in unbonded tendons at ultimate: Critical assessment and proposed changes
    • Harajli, M. H. (2006). On the stress in unbonded tendons at ultimate: Critical assessment and proposed changes. ACI Struct. J., 103 (6), 803-812. 0889-3241 (Pubitemid 44932308)
    • (2006) ACI Structural Journal , vol.103 , Issue.6 , pp. 803-812
    • Harajli, M.H.1
  • 6
    • 0025751860 scopus 로고
    • Evaluation of the ultimate steel stress in partially prestressed concrete members
    • Harajli, M. H., and Hijazi, S. (1991). Evaluation of the ultimate steel stress in unbonded partially prestressed concrete members. J. Prestressed Concr. Inst. 0032-793X, 36 (2), 62-82. (Pubitemid 21654288)
    • (1991) PCI Journal , vol.36 , Issue.1 , pp. 62-82
    • Harajli Muhamed, H.1    Hijazi Samir, A.2
  • 8
    • 0020500089 scopus 로고
    • An approximate nonlinear design procedure for partially prestressed concrete beams
    • DOI 10.1016/0045-7949(83)90017-2
    • Naaman, A. E. (1983). An approximate nonlinear design procedure for partially prestressed concrete beams. Comput. Struct. 0045-7949, 17 (2), 287-293. 10.1016/0045-7949(83)90017-2 (Pubitemid 13539103)
    • (1983) Computers and Structures , vol.17 , Issue.2 , pp. 287-299
    • Naaman Antoine, E.1
  • 9
    • 0026257672 scopus 로고
    • Stress at ultimate in unbonded post-tensioned tendons: Part 2-Proposed methodology
    • 0889-3241
    • Naaman, A. E., and Alkhairi, F. M. (1991). Stress at ultimate in unbonded post-tensioned tendons: Part 2-Proposed methodology. ACI Struct. J., 88 (6), 683-692. 0889-3241
    • (1991) ACI Struct. J. , vol.88 , Issue.6 , pp. 683-692
    • Naaman, A.E.1    Alkhairi, F.M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.