TWO-LAYER SIMULTANEOUS CRACK EXTENSION MODEL FOR PULL-OUT BEHAVIOR OF POST-INSTALLED ANCHOR

Author:

SALEEM Muhammad,TSUBAKI Tatsuya

Publisher

Japan Society of Civil Engineers

Reference13 articles.

1. 1) Saleem, M. and Tsubaki, T. : Two-layer model for pull-out behavior of post-installed anchor, Journal of Japan Society of Civil Engineers, Ser. E2 (Materials and Concrete Structures), Vol. 68, No. 1, pp. 49-62, 2012.

2. Seismic Damage of and Seismic Rehabilitation Techniques for Railway Reinforced Concrete Structures

3. Seismic Retrofitting Methods Newly Developed for Railway Concrete Structures

4. 4) Saleem, M. and Tsubaki, T. : Multi-layer model for pull-out behavior of post-installed anchor, Proc. FRAMCOS-7, Fracture Mechanics of Concrete Structures, AEDIFICATIO publishers, Germany, Vol. II, pp. 823-830, 2010.

5. 5) Saleem, M. and Tsubaki, T. : Influence of mechanical properties of infilled materials on pull-out behavior of post-installed anchor bar, Proc. of JSCE Eleventh International Summer Symposium, Japan, Vol. 49, No. 6, pp. 237-240, 2009.

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