Evaluation of Ultimate Strength of Post-Tensioned Anchorage Zones

Author:

Yun Young Mook1

Affiliation:

1. Dept. of Civil Engineering, Kyungpook National University

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference21 articles.

1. Adeghe, L. N. and Collins, M. P. (1986). “A finite element model for studying reinforced concrete detailing problems.” Department of Civil Engineering, University of Toronto, Publication No. 86-12, 66-74.

2. American Association of State Highway Officials (1998). “AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS.” SI Units, 2nd Edition, Transportation Washington D.C.

3. Base, G. D., Reed, J. B., Beeby, A. W. and Taylor, H. P. J. (1966). “An investigation of the crack control characteristics of various types of bar in reinforced concrete beams.” Research Report No. 18, Cement and Concrete Association, London.

4. Breen, J. E., Burdet, O., Roberts, C., Sanders, D., Wollmann, G. (1991). “Anchorage zone reinforcement for post-tensioned concrete girders.” Research Report for NCHRP, The University of Texas, Austin, Texas.

5. Burdet, O. L. (1990). “Analysis and Design of Anchorage Zones in Post-Tensioned Concrete Bridges.” Ph.D. Thesis, The University of Texas, Austin, Texas.

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