Influence of blocks and grout on compressive strength and stiffness of concrete masonry prisms
•Failure modes of grouted and ungrouted masonry prisms are carefully described.•Impacts of using low strength and high strength blocks are presented.•The effectiveness of using grout or increasing grout strength is discussed.•The experimental results complement the existing database related to the s...
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| Published in | Construction & building materials Vol. 182; pp. 233 - 241 |
|---|---|
| Main Authors | , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
10.09.2018
Elsevier B.V |
| Subjects | |
| Online Access | Get full text |
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| Abstract | •Failure modes of grouted and ungrouted masonry prisms are carefully described.•Impacts of using low strength and high strength blocks are presented.•The effectiveness of using grout or increasing grout strength is discussed.•The experimental results complement the existing database related to the subject.•Response surfaces, contour graphs, and new empirical equations are presented.
This paper aims to evaluate the influence of concrete blocks and grout’s properties on the masonry’s compressive strength and stiffness. Prisms were produced with blocks and grouts with different strength levels, and mortars with strength of 70% of the blocks’ net area strength. It was possible to understand the effects of using low strength and high strength blocks, check the effectiveness of using grout or increasing its strength, and develop response surfaces, contour graphs, and empirical equations. Predictions about the masonry failure mechanisms are proposed for different block and grout combinations. It helps the designer to associate strength and failure mechanisms, prevent or mitigate their undesirable consequences, and eliminate brittle rupture modes. Results complement the existing database and can be used to properly select blocks and grout for masonry structures. |
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| AbstractList | •Failure modes of grouted and ungrouted masonry prisms are carefully described.•Impacts of using low strength and high strength blocks are presented.•The effectiveness of using grout or increasing grout strength is discussed.•The experimental results complement the existing database related to the subject.•Response surfaces, contour graphs, and new empirical equations are presented.
This paper aims to evaluate the influence of concrete blocks and grout’s properties on the masonry’s compressive strength and stiffness. Prisms were produced with blocks and grouts with different strength levels, and mortars with strength of 70% of the blocks’ net area strength. It was possible to understand the effects of using low strength and high strength blocks, check the effectiveness of using grout or increasing its strength, and develop response surfaces, contour graphs, and empirical equations. Predictions about the masonry failure mechanisms are proposed for different block and grout combinations. It helps the designer to associate strength and failure mechanisms, prevent or mitigate their undesirable consequences, and eliminate brittle rupture modes. Results complement the existing database and can be used to properly select blocks and grout for masonry structures. |
| Audience | Trade |
| Author | Alvarenga, Rita de Cássia Silva Sant'Ana Ribeiro, José Carlos Lopes Pedroti, Leonardo Gonçalves Martins, Roseli Oliveira Guedes Nalon, Gustavo Henrique |
| Author_xml | – sequence: 1 givenname: Roseli Oliveira Guedes surname: Martins fullname: Martins, Roseli Oliveira Guedes email: roseli.ogm@gmail.com – sequence: 2 givenname: Gustavo Henrique surname: Nalon fullname: Nalon, Gustavo Henrique email: gustavo.nalon@ufv.br – sequence: 3 givenname: Rita de Cássia Silva Sant'Ana surname: Alvarenga fullname: Alvarenga, Rita de Cássia Silva Sant'Ana – sequence: 4 givenname: Leonardo Gonçalves surname: Pedroti fullname: Pedroti, Leonardo Gonçalves – sequence: 5 givenname: José Carlos Lopes surname: Ribeiro fullname: Ribeiro, José Carlos Lopes email: jcarlos.ribeiro@ufv.br |
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| Cites_doi | 10.1016/j.engstruct.2007.10.014 10.1016/j.conbuildmat.2016.12.112 10.1016/j.engstruct.2007.11.003 10.1016/j.conbuildmat.2015.03.021 10.1061/(ASCE)MT.1943-5533.0001084 10.1016/j.engstruct.2016.12.019 10.1016/j.conbuildmat.2016.01.048 10.1016/j.engstruct.2017.11.013 10.1061/(ASCE)0899-1561(2005)17:1(107) |
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| Snippet | •Failure modes of grouted and ungrouted masonry prisms are carefully described.•Impacts of using low strength and high strength blocks are presented.•The... |
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| SubjectTerms | Analysis Chemical properties Compressive strength Concrete blocks Elasticity (Mechanics) Grout Grout (Mortar) Mechanical properties Modulus of elasticity Reinforced concrete |
| Title | Influence of blocks and grout on compressive strength and stiffness of concrete masonry prisms |
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