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Volumn 50, Issue 5, 2005, Pages 96-105

Formulation of new development length equation for 0.6 in. prestressing strand

Author keywords

[No Author keywords available]

Indexed keywords

PARAMETER ESTIMATION; STRESS ANALYSIS; TESTING;

EID: 27144479842     PISSN: 08879672     EISSN: None     Source Type: Journal    
DOI: 10.15554/pcij.09012005.96.105     Document Type: Review
Times cited : (19)

References (22)
  • 2
    • 5644285192 scopus 로고
    • Effect of strand blanketing on performance of prestensioned girders
    • December
    • Kaar, Paul H., and Magura, Donald D., "Effect of Strand Blanketing on Performance of Prestensioned Girders," PCI JOURNAL, V. 10, No. 6, December 1965, pp. 20-34.
    • (1965) PCI JOURNAL , vol.10 , Issue.6 , pp. 20-34
    • Kaar, P.H.1    Magura, D.D.2
  • 3
    • 0001497895 scopus 로고
    • Flexural bond tests of pretensioned prestressed beams
    • Hanson, N. W., and Kaar, P. H., "Flexural Bond Tests of Pretensioned Prestressed Beams," ACI Journal, V. 55, No. 7, 1959, pp. 783-803.
    • (1959) ACI Journal , vol.55 , Issue.7 , pp. 783-803
    • Hanson, N.W.1    Kaar, P.H.2
  • 4
    • 0017533802 scopus 로고
    • Development length of prestressing strands
    • September-October
    • Zia, P., and Mostafa, T., "Development Length of Prestressing Strands," PCI JOURNAL, V. 22, No. 5, September-October 1977, pp. 54-65.
    • (1977) PCI JOURNAL , vol.22 , Issue.5 , pp. 54-65
    • Zia, P.1    Mostafa, T.2
  • 5
    • 0003972164 scopus 로고
    • Design guidelines for transfer, development and debonding of large diameter seven wire strands in pretensioned concrete girders
    • Center for Transportation Research, The University of Texas at Austin, Austin, TX, January
    • Russell, B. W., and Burns, N. H., "Design Guidelines for Transfer, Development and Debonding of Large Diameter Seven Wire Strands in Pretensioned Concrete Girders," Research Report 1210-5F, Center for Transportation Research, The University of Texas at Austin, Austin, TX, January 1993.
    • (1993) Research Report , vol.1210 , Issue.5 F
    • Russell, B.W.1    Burns, N.H.2
  • 6
    • 0344440086 scopus 로고    scopus 로고
    • Federal Highway Administration, Washington, DC, October 26
    • FHWA, "Memorandum," Federal Highway Administration, Washington, DC, October 26, 1988.
    • (1988) Memorandum
  • 7
    • 0344440086 scopus 로고    scopus 로고
    • Federal Highway Administration, Washington, DC, May 8
    • FHWA, "Memorandum," Federal Highway Administration, Washington, DC, May 8, 1996.
    • (1996) Memorandum
  • 8
    • 0003498981 scopus 로고    scopus 로고
    • American Association of State Highway and Transportation Officials, Washington, DC
    • AASHTO, Standard Specifications for Highway Bridges, Sixteenth Edition, American Association of State Highway and Transportation Officials, Washington, DC, 1992.
    • (1992) Standard Specifications for Highway Bridges, Sixteenth Edition
  • 9
    • 0003498981 scopus 로고    scopus 로고
    • 1997 Interim Revision, American Association of State Highway and Transportation Officials, Washington, DC
    • AASHTO, LRFD Specifications for Highway Bridges, 1997 Interim Revision, American Association of State Highway and Transportation Officials, Washington, DC, 1997.
    • (1997) LRFD Specifications for Highway Bridges
  • 10
    • 0003468948 scopus 로고
    • An analysis of transfer and development lengths for pretensioned concrete structures
    • Department of Civil and Environmental Engineering, Virginia Military Institute, Lexington, VA
    • Buckner, C. Dale, "An Analysis of Transfer and Development Lengths for Pretensioned Concrete Structures," Research Report FHWA-RD-94-049, Department of Civil and Environmental Engineering, Virginia Military Institute, Lexington, VA, 1994.
    • (1994) Research Report , vol.FHWA-RD-94-049
    • Buckner, C.D.1
  • 11
    • 0003984966 scopus 로고    scopus 로고
    • A new development length equation for pretensioned strands in bridge beams and piles
    • Structures Division, Federal Highway Administration, McLean, VA
    • Lane, Susan N., "A New Development Length Equation for Pretensioned Strands in Bridge Beams and Piles," Research Report FHWA-RD-98-116, Structures Division, Federal Highway Administration, McLean, VA, 1998.
    • (1998) Research Report , vol.FHWA-RD-98-116
    • Lane, S.N.1
  • 19
    • 0040567595 scopus 로고
    • Transfer and development length of 15.2-mm (0.6-in.) diameter prestressing strand in high performance concrete: Results of the Hoblitzell-Buckner beam tests
    • Center for Transportation Research, The University of Texas at Austin, Austin, TX, June
    • Gross, S.P., and Burns, N. H., "Transfer and Development Length of 15.2-mm (0.6-in.) Diameter Prestressing Strand in High Performance Concrete: Results of the Hoblitzell-Buckner Beam Tests," Research Report 580-2, Center for Transportation Research, The University of Texas at Austin, Austin, TX, June, 1995.
    • (1995) Research Report , vol.580 , Issue.2
    • Gross, S.P.1    Burns, N.H.2
  • 20
    • 0342550080 scopus 로고
    • A study of pretensioned high strength concrete girders in composite highway bridges - Laboratory tests
    • CTR, the University of Texas at Austin, Austin, TX, January
    • Castrodale, R. W., Burns, N. H., and Kreger, M. E., "A Study of Pretensioned High Strength Concrete Girders in Composite Highway Bridges - Laboratory Tests," Research Report 381-3, CTR, the University of Texas at Austin, Austin, TX, January 1988.
    • (1988) Research Report , vol.381 , Issue.3
    • Castrodale, R.W.1    Burns, N.H.2    Kreger, M.E.3
  • 21
    • 0002528677 scopus 로고
    • Development length and lateral spacing requirements of prestressing strand for prestressed concrete bridge girders
    • January-February
    • Burdette, E. G., Deatherage, J. H., and Chew, C. K., "Development Length and Lateral Spacing Requirements of Prestressing Strand for Prestressed Concrete Bridge Girders," PCI JOURNAL, V. 39, No. 1, January-February 1994, pp. 70-83.
    • (1994) PCI JOURNAL , vol.39 , Issue.1 , pp. 70-83
    • Burdette, E.G.1    Deatherage, J.H.2    Chew, C.K.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.