Fatigue Performance of Tension Steel Plates Strengthened with Prestressed CFRP Laminates-Reference-Cited by-同舟云学术

Fatigue Performance of Tension Steel Plates Strengthened with Prestressed CFRP Laminates

Published:2010-10 Issue:5 Volume:14 Page:609-615
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Huawen Ye¹²³⁴²,König Christian¹²³⁴²,Ummenhofer Thomas¹²³⁴²,Shizhong Qiang¹²³⁴²,Plum Robin¹²³⁴²

Affiliation:

1. Lecturer, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China; and Institute for Rehabilitation of Buildings and Structures, Univ. of Braunschweig, 38106 Braunschweig, Germany (corresponding author).

2. Ph.D. Student, Institute for Rehabilitation of Buildings and Structures, Univ. of Braunschweig, 38106 Braunschweig, Germany.

3. Professor, Research Center for Steel, Timber and Masonry, Karlsruhe Institute of Technology, 76128 Karlsruhe, Germany.

4. Professor, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000111

Reference12 articles.

1. Bassetti A. (2001). “Lamelles Precontraintes en Fibres Carbone pour le Renforcement de Ponts Rivetes Endommaees par Fatigue.” Ph.D. thesis Swiss Federal Institute of Technology EPFL Lausanne Switzerland (in French).

2. Anchorage Strength Models for FRP and Steel Plates Bonded to Concrete

3. Crack growth induced delamination on steel members reinforced by prestressed composite patch

4. Delamination effects on cracked steel members reinforced by prestressed composite patch

5. Fatigue crack closure under cyclic tension

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