Theoretical Analysis of Transfer Lengths in Pretensioned Prestressed Concrete Members-Reference-Cited by-同舟云学术

Theoretical Analysis of Transfer Lengths in Pretensioned Prestressed Concrete Members

Published:2006-10 Issue:10 Volume:132 Page:1057-1066
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Hwan Oh Byung¹²³,Sung Kim Eui¹²³,Cheol Choi Young¹²³

Affiliation:

1. Professor, Dept. of Civil Engineering, Seoul National Univ., San 56-1, Shinrim-dong, Gwanak-gu, Seoul 151-742, Korea (corresponding author). E-mail: bhohcon@snu.ac.kr

2. Senior Civil Engineer, Hyundai Industrial Development Co. Ltd., Samsung-dong, Kangnam-gu, Seoul, Korea.

3. Research Associate, Dept. of Civil Engineering, Seoul National Univ., San 56-1, Shinrim-dong, Gwanak-gu, Seoul 151-742, Korea. E-mail: zerofel@snu.ac.kr

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282006%29132%3A10%281057%29

Reference12 articles.

1. den Uijl J. A. (1995). “Transfer length of prestressing strand in HPC.” Progress Concrete Research 4 Delft The Netherlands 75–90.

2. Dinsmore G. A. Deutsch P. L. and Montemayor J. L. (1958). “Anchorage and bond in pretensioned prestressed concrete members.” Fritz Laboratory Rep. No . 223-19 Fritz Engineering Laboratory Lehigh Univ. Bethlehem Pa.

3. Softening response of plain concrete in direct tension;Gopalaratnam V. S.;ACI J.,1985

4. Hoyer E. and Friedrich E. (1939). “Beitrag zür frage der hafspaannung in eisenbeton-bauteilen.” Beton und Eisen Berlin V. 30 No. 6 107–110.

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