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Study of the compressive strength of concrete block prisms: stack and running bond
The main goal of this work is to investigate the nonlinear behavior of concrete block masonry prisms under compression, with an emphasis in the prism deformability and the failure modes. A total of 18 stack-bonded prisms have been tested, using hollow blocks of a single geometry and two different mo...
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Autors principals: | , , |
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Format: | Artigo |
Idioma: | Inglês |
Publicat: |
Instituto Brasileiro do Concreto (IBRACON)
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Col·lecció: | Revista IBRACON de Estruturas e Materiais |
Matèries: | |
Accés en línia: | http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952011000300002&lng=en&tlng=en |
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