Effect of grouting quality on flexural behavior of corroded post-tensioned concrete T-beams

Author:

Yang Zhong-Ning,Lu Zhao-Hui,Li Chun-Qing,Liu Xiguang,Song Xueyan

Funder

Higher Education Discipline Innovation Project

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference26 articles.

1. Hewson N.R. Prestressed concrete bridges: design and construction. Thomas Telford; 2003.

2. Murillo J. Brief history of segmental concrete bridge construction. Segmental Bridges, 2004; XIX (57).

3. Corroded post-tensioned beams with bonded tendons and wire failure;Coronelli;Engineering Structures,2009

4. Mutsuyoshi H. Present situation of durability of post-tensioned PC bridges in Japan. In: Proceedings of workshop on durability of post-tensioning tendons, fib, Belgium, 2001. P. 75–88.

5. Pitting corrosion model for partial prestressed concrete (PC) structures in a chloride environment;Darmawan;IPTEK the Journal for Technology and Science,2009

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