Assessment of the Strengthening of an RC Railway Bridge with CFRP Utilizing a Full-Scale Failure Test and Finite-Element Analysis

Author:

Puurula Arto M.1,Enochsson Ola2,Sas Gabriel3,Blanksvärd Thomas4,Ohlsson Ulf4,Bernspång Lars5,Täljsten Björn6,Carolin Anders7,Paulsson Björn8,Elfgren Lennart9

Affiliation:

1. Postdoctoral Researcher, Division of Structural Engineering, Luleå Univ. of Technology, SE-971 87 Luleå, Sweden.

2. Researcher, Division of Structural Engineering, Luleå Univ. of Technology, SE-971 87 Luleå, Sweden.

3. Researcher, NORUT, NO 8517 Narvik, Norway.

4. Assistant Professor, Division of Structural Engineering, Luleå Univ. of Technology, SE-971 87 Luleå, Sweden.

5. Associate Professor, Division of Structural Engineering, Luleå Univ. of Technology, SE-971 87 Luleå, Sweden.

6. Professor, Division of Structural Engineering, Luleå Univ. of Technology, SE-971 87 Luleå, Sweden.

7. Bridge Engineer, Trafikverket, SE 97 125 Luleå, Sweden.

8. Senior Infrastructure Engineer, Trafikverket, SE 78 189 Borlänge, Sweden.

9. Emeritus Professor, Division of Structural Engineering, Luleå Univ. of Technology, SE-971 87 Luleå, Sweden (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference36 articles.

1. American Concrete Institute (ACI). (2011). “Building code requirements for structural concrete and commentary.” ACI-318 Farmington Hills MI 503.

2. Recent Approaches to Shear Design of Structural Concrete

3. Simplified modified compression field theory for calculating shear strength of reinforced concrete elements;Bentz E. C.;ACI Struct. J.,2006

4. Computational Modelling of Concrete Structures

5. Brigade. (2011). Brigade software 〈http://www.scanscot.com/products/overview/〉 (Jun. 7 2014).

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