Vertical prestressing loss in the box girder of long-span PC continuous bridges

Tumu Gongcheng Xuebao/China Civil Engineering Journal

Volumn 39, Issue 5, 2006, Pages 78-84

  Fang, Zhi ^a   Wang, Jian ^a  

^a HUNAN UNIVERSITY   (China)

Author keywords

Box girder; Prestress losses; Prestressed concrete; Vertical prestressing

Indexed keywords

ANCHORAGES (FOUNDATIONS); CONCRETE BRIDGES; CREEP; LOSSES; MATHEMATICAL MODELS; PRESTRESSED CONCRETE; PRESTRESSING; SHRINKAGE;

BOX GIRDER; PRESTRESS LOSSES; PRESTRESSED CONCRETE BRIDGES; VERTICAL PRESTRESSING;

BOX GIRDER BRIDGES;

EID: 33749009008     PISSN: 1000131X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (9)

1. ACI Committee 209. Prediction of creep, shrinkage, and temperature effects in concrete structures (2098-92) [M]. ACI. Farmington Hills, Mich., 1992
2. AASHTO. Standard Specification for Highway Bridges [S]. Washington, 1992
3. CEB-FIP model code for concrete structures 1990 [S]. CEB, Lausanne, Switzerland, 1990
4. Bazant Z P, Baweja S. Creep and shrinkage prediction model for analysis and design of concrete structures-model B3, RILEM recommendations [J]. Materials and Structures, 1995, 28: 357-365
5. Gardener N J, Lockman M J. Design provisions for drying shrinkage and creep of normal-strength concrete [J]. ACI Materials Journal, 2001, 98 (2): 159-167