Suggestion on the Ultimate Stress Value of Externally Prestressed Steel Bars in Engineering Design

Author:

Shilin Liu, ,Jinsheng Du

Publisher

Prestress Technology

Reference10 articles.

1. [1]Naaman, A.E., Burns, N, French, C, Gamble, W.L.andMattock, A. H. Stresses in unbonded prestressing tendons atultimate: Recomtnendation.ACI Structure Journal2002.99(4)518-529

2. [2]AASHTO,1998.LRFD Bridge Design Specification,AmericanAssociatian of State Highway and Transportation OfficialsWashington,D.C

3. [3]ACI Committee 318. Building Code Requirements forReinforced Concrete(ACI 318-9S) and Commentary (318R95)American Concrete Institute, Farmington Hills Michigan1995,369 pp

4. [7]Harajli, M. H. Effect of span-depth ratio on the ultimate steelstress in unbonded prestressed concrete nemhers ACI StructureJournal,1990,87(3), pp.205-312.

5. [8]Pannell FN The ultimate moment of resistance of unbondedprestressed concrete beams.Magazine of Concrete Research1969,21(66),pp.43-54.

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