High-Bond Bars in NSC and HPC: Study on Size Effect and on the Local Bond Stress-Slip Law-Reference-Cited by-同舟云学术

High-Bond Bars in NSC and HPC: Study on Size Effect and on the Local Bond Stress-Slip Law

Published:2007-02 Issue:2 Volume:133 Page:225-234
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Bamonte P. F.¹²,Gambarova P. G.¹²

Affiliation:

1. Ph.D. Candidate, MS Structural Engineer, Dept. of Structural Engineering, Politecnico di Milano, Piazza Leonardo da Vinci 32, 20133 Milan, Italy.

2. Professor of Structural Engineering, Dept. of Structural Engineering, Politecnico di Milano, Piazza Leonardo da Vinci 32, 20133 Milan, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282007%29133%3A2%28225%29

Reference20 articles.

1. Bamonte P. Coronelli D. and Gambarova P. G. (2002). “Size effect in high-bond bars.” Proc. 3rd Int. Symp. on Bond in Concrete: From Research to Standards G. L. Balazs P. J. M. Bartos J. Cairns and A. Borosnyoi eds. Univ. of Technology and Economics Budapest Hungary 43–52.

2. Smooth Anchored Bars in NSC and HPC: a Study on Size Effect

3. Bamonte P. Coronelli D. and Gambarova P. G. (2004). “Local bond stress-slip law and size effect in high-bond bars.” Proc. 5th Int. Conf. on Fracture Mechanics of Concrete and Concrete Structures (FraMCoS-5) Vol. 2 V. C. Li C. K. Y. Leung K. J. Willam and S. L. Billington eds. ACI Farmington Hills Mich. 869–876.

4. Size Effect in Fiber or Bar Pullout with Interface Softening Slip

5. Identification of Stress-Slip Law for Bar or Fiber Pullout by Size Effect Tests

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