Relationship between the Compressive Strength of Concrete Masonry and the Compressive Strength of Concrete Masonry Units

Author:

Fortes Ernesto S.1,Parsekian Guilherme A.2,Fonseca Fernando S.3

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Federal Univ. of São Carlos, Rodovia Washington Luiz km 235, São Carlos, 13565-905 São Paulo, Brazil.

2. Professor, Dept. of Civil Engineering, Federal Univ. of São Carlos, Rodovia Washington Luiz km 235, São Carlos, 13565-905 São Paulo, Brazil.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Brigham Young Univ., 368 Clyde Building, Provo, UT 84602 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference24 articles.

1. ABNT. (2003a). “Aggregates—Sieve analysis of fine and coarse aggregates.” NBR NM 248 Associação Brasileira de Normas Técnicas Rio de Janeiro R.J. Brasil.

2. ABNT. (2003b). “Concrete—Procedure of molding and curing of concrete test specimens.” NBR 5738 Associação Brasileira de Normas Técnicas Rio de Janeiro R.J. Brasil.

3. ABNT. (2005). “Mortars applied on walls and ceilings—Determination of the flexural and the compressive strength in the hardened stage.” NBR 13279 Associação Brasileira de Normas Técnicas Rio de Janeiro R.J. Brasil.

4. ABNT. (2007a). “Concrete—Compression test of cylindrical specimens—Method of test.” NBR 5739 Associação Brasileira de Normas Técnicas Rio de Janeiro R.J. Brasil.

5. ABNT. (2007b). “Hollow concrete blocks for concrete masonry—Requirements.” NBR 6136 Associação Brasileira de Normas Técnicas Rio de Janeiro R.J. Brasil.

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