Multiple Cracking and Fiber Bridging Characteristics of Engineered Cementitious Composites under Fatigue Flexure

Author:

Suthiwarapirak Peerapong1,Matsumoto Takashi2,Kanda Tetsushi3

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, The Univ. of Tokyo, Tokyo 113-8656, Japan.

2. Assistant Professor, Dept. of Civil Engineering, The Univ. of Tokyo, Tokyo 113-8656, Japan.

3. Research Engineer, Kajima Technical Research Institute, Chofu-shi, Tokyo 182-0036, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference19 articles.

1. Bannantine J.A. Comer J.J. and Handrock J.L. ( 1990). Fundamentals of metal fatigue analysis . Prentice–Hall Englewood Cliffs N.J.

2. Balaguru P.N. and Shah S.P. ( 1992). “ Fiber-reinforced cement composites .” McGraw–Hill New York.

3. Shotcrete for underground support: a state-of-the-art report with focus on steel-fibre reinforcement

4. Horii H. Nanakorn P. and Kabele P. ( 1995). “Application of fracture mechanics to design of SFRC tunnel linings and development of strain-hardening cementitious composites.” Fracture Mechanics of Concrete Structures Proc. FRAMCOS F. H. Wittmanned. AEDIFICATIO. 2(2) 1345–1360.

5. Japan Concrete Institute (JCI). ( 1984). “JCI standards for test methods of fiber reinforced concrete.” Tokyo. 45–48.

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