Development of Mechanical Strengthening System for Bridge Connections Using Prestressed CFRP Rods

Author:

Heydarinouri Hossein1,Motavalli Masoud2,Nussbaumer Alain3,Ghafoori Elyas4ORCID

Affiliation:

1. Ph.D. Candidate, Empa, Swiss Federal Laboratories for Materials Science and Technology and Swiss Federal Institute of Technology Lausanne, Ueberlandstrasse 129, Duebendorf, Lausanne 8600, Switzerland.

2. Professor, Head of the Structural Engineering Research Laboratory, Empa, Swiss Federal Laboratories for Materials Science and Technology, Ueberlandstrasse 129, Duebendorf, Lausanne 8600, Switzerland.

3. Professor, Resilient Steel Structures Laboratory, Swiss Federal Institute of Technology Lausanne, Lausanne 8600, Switzerland.

4. Group Leader, Scientist, Empa, Swiss Federal Laboratories for Materials Science and Technology, Dübendorf 8600, Switzerland; Lecturer, Institute of Structural Engineering, Dept. of Civil, Environmental and Geomatic Engineering, ETH-Zürich, Zürich 8093, Switzerland (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference51 articles.

1. Al-Emrani M. and R. Kliger. 2009. “Fatigue prone details in steel bridges.” In Proc. Nordic Steel Construction Conf. Göteborg Sweden: Chalmers Univ. of Technology.

2. Gripping behavior of CFRP prestressing rods for novel anchor design;Al-Mayah A.;Spec. Publ.,2005

3. Development and Assessment of a New CFRP Rod–Anchor System for Prestressed Concrete

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