High-Temperature Compressive Strength of Steel Fiber High-Strength Concrete

Author:

Reis Maria de Lurdes B. C.1234,Neves I. Cabrita1234,Tadeu A. J. B.1234,Rodrigues João Paulo C.1234

Affiliation:

1. MSc in Civ. Engrg., Aboboreiras 44, 2300 Tomar, Portugal.

2. Assoc. Prof., Dept. of Civ. Engrg., IST, Technical Univ. of Lisbon, 1049-001 Lisboa, Portugal.

3. Assoc. Prof., Dept. of Civ. Engrg., Facu. of Sci. and Technol., Univ. of Coimbra, 3030-000 Coimbra, Portugal.

4. Asst. Lect., Dept. of Civ. Engrg., Facu. of Sci. and Technol., Univ. of Coimbra, Coimbra, Portugal.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference19 articles.

1. Abrams M. S. ( 1968). “Compressive strength of concrete at temperatures to 1600°F.” Temperature and concrete ACI Spec. Publ. SP-25 American Concrete Institute Detroit 33–58.

2. American Concrete Institute (ACI) Committee 363. ( 1984). “State-of-art report on high strength concrete.” ACI J. 81(4) 364–411.

3. American Concrete Institute (ACI) Committee 226. ( 1987). “Silica fume in concrete.” ACI Mat. J. 84(2) 158–166.

4. American Concrete Institute (ACI) Committee 544. ( 1988a). . “Design considerations for steel fibre reinforced concrete.” ACI Struct. J. 85(5) 563–580.

5. American Concrete Institute (ACI) Committee 544. ( 1988b). . “Measurement of properties of fibre reinforced concrete.” Manual of concrete practice Detroit 544.2R-1-7.

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