Structural assessment of bridge girders in shear

fib Symposium PRAGUE 2011: Concrete Engineering for Excellence and Efficiency, Proceedings

Volumn 2, Issue , 2011, Pages 759-762

  Hackbarth, Britta ^a   Sigrist, Viktor ^a  

^a HAMBURG UNIVERSITY OF TECHNOLOGY   (Germany)

Author keywords

Analysis; Bridge engineering; Post tensioning; Shear; Stress fields; Structural concrete

Indexed keywords

CONCRETES; EFFICIENCY; RAILROAD BRIDGES; REINFORCED CONCRETE; SHEARING; STRESSES; STRUCTURAL ANALYSIS;

ANALYSIS; BRIDGE ENGINEERING; POSTTENSIONING; STRESS FIELD; STRUCTURAL CONCRETES;

BRIDGES;

EID: 85015836311     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (3)

1. Sigrist, V., Hackbarth, B.: A Structured Approach to the Design and Analysis of Beams in Shear. fib Workshop "Recent Developments on Shear and Punching Shear in RC and FRC Elements", Salò, Italy, October 2010, fib bulletin 57, 2010.
2. Sigrist, V., Hackbarth, B.: Querkrafttragfähigkeit von Stahlbetonträgem - Bemessung, Überprüfung, Beurteilung (Shear Capacity of Structural Concrete Beams - Design, analysis, Assessment). Beton- und Stahlbetonbau, Wiley - Emst & Sohn, V. 105, No. 11, 2010.
3. fib: Model Code for Concrete Structures - first complete draft (Vol. 2). fib bulletin, No.56, May 2010.