ULTIMATE BENDING BEHAVIOR OF EXTERNAL TENDON-REINFORCED PRESTRESSED-CONCRETE GIRDERS MADE CONTINUOUS BY NO-JOINT METHOD
-
- TSUNO Kazuo
- JAPAN SOCIETY OF CIVIL ENGINEERS
-
- FUJITA Manabu
- JAPAN SOCIETY OF CIVIL ENGINEERS
-
- UMEZU Kenji
- JAPAN SOCIETY OF CIVIL ENGINEERS
-
- SEKI Hiroshi
- JAPAN SOCIETY OF CIVIL ENGINEERS
Bibliographic Information
- Other Title
-
- ノージョイント工法により連続化した外ケーブル補強PC桁の終局曲げ挙動
- ノージョイント コウホウ ニ ヨリ レンゾクカ シタ ソト ケーブル ホキョウ PC ケタ ノ シュウキョク マゲ キョドウ
Search this article
Abstract
A study was made, by nonlinear analysis and static load experiments, into the ultimate bending behavior and failure mechanism of continuous prestressed-concrete girders in which simple girders of an existing highway bridge were joined by a no-joint construction method and reinforced with external tendons. It was found that because of the improved flexural capacity due to the increased external tendon stress accompanying the deformation of the structural members, the moment redistribution that occurs with the deformation of the plastic hinges of the intermediate supports predominates, the load-carrying capacity of the girders is improved, and safety against flexure is satisfied. Also, an analysis method is proposed that makes use of secant stiffness to directly reproduce the structural system in the plastic region.
Journal
-
- Doboku Gakkai Ronbunshu
-
Doboku Gakkai Ronbunshu 2000 (641), 87-100, 2000-02-20
Japan Society of Civil Engineers
- Tweet
Keywords
Details 詳細情報について
-
- CRID
- 1390282680285465600
-
- NII Article ID
- 10004541576
-
- NII Book ID
- AN10014020
-
- ISSN
- 18827187
- 02897806
-
- NDL BIB ID
- 5292751
-
- Data Source
-
- JaLC
- NDL
- Crossref
- CiNii Articles
-
- Abstract License Flag
- Disallowed