Investigation of Bursting Forces in Anchorage Zones: Compression-Dispersion Models and Unified Design Equation-Reference-Cited by-同舟云学术

Investigation of Bursting Forces in Anchorage Zones: Compression-Dispersion Models and Unified Design Equation

Published:2011-11 Issue:6 Volume:16 Page:820-827
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

He Zhi-Qi¹²,Liu Zhao¹²

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, College of Civil Engineering, Southeast Univ., 2 Sipailou, Nanjing 210096, China (corresponding author).

2. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, College of Civil Engineering, Southeast Univ., 2 Sipailou, Nanjing 210096, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000187

Reference17 articles.

1. ANSYS Release 10.0 [Computer software]. ANSYS Inc. Canonsburg PA.

2. Breen J. E. Burdet O. Roberts C. Sanders D. and Wollmann G. (1991). “Anchorage zone reinforcement for post-tensioned concrete girders.” Final Rep. for NCHRP 10-29 Univ. of Texas at Austin Austin TX.

3. Minimum transverse reinforcement for bottle-shaped struts;Brown M. D.;ACI Struct. J.,2006

4. Burdet O. (1990). “Analysis and design of anchorage zones for post-tensioned concrete bridges.” Ph.D. thesis Univ. of Texas at Austin Austin TX.

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