Reinforcing Steel Strains Measured by Bragg Grating Sensors

Author:

Kenel Albin1234,Nellen Philipp1234,Frank Andreas1234,Marti Peter1234

Affiliation:

1. Professor, Univ. of Applied Science, HSR, CH-8640 Rapperswil, Switzerland.

2. Senior Scientist, Dept. of Electronics/Metrology, EMPA, CH-8600 Dübendorf, Switzerland.

3. Research Scientist, ABB Corporate Research, CH-5405 Baden-Dättwil, Switzerland.

4. Professor, Institute of Structural Engineering, ETH, CH-8093 Zurich, Switzerland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference23 articles.

1. Abrams D. A.  (1913). “Tests of bond between concrete and steel.” Bulletin No. 71 Engineering Experiment Station Univ. of Illinois Urbana Ill.

2. Alvarez M. (1998). “Einfluss des Verbundverhaltens auf das Verformungsvermögen von Stahlbeton [Influence of bond behavior on the deformation capacity of structural concrete].” IBK Rep. No. 236 Institute of Structural Engineering ETH Zurich (in German).

3. Determination of the individual strain-optic coefficients in single-mode optical fibres

4. Double punch test for tensile strength of concrete;Chen W. F.;ACI J.,1970

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