Stress-strain behavior of concrete block masonry prisms under compression
The aim of this work is to critically assess a stress-strain model using experimental masonry prisms constructed from different blocks and mortar. The following conclusion may be drawn from this work: mortar is mostly responsible for the non-linear behavior of masonry. The initial tangent modulus, o...
| Autor principal: | |
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| Outros Autores: | , , , |
| Formato: | conferencePaper |
| Idioma: | eng |
| Publicado em: |
2012
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/21491 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/21491 |