Título: | FRACTURE BEHAVIOR OF COMPOSITES OF CEMENT MORTAR MATRIX REINFORCED WITH SHORT SISAL FIBERS | ||||||||||||||||||||
Autor: |
CONRADO DE SOUZA RODRIGUES |
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Colaborador(es): |
KHOSROW GHAVAMI - Orientador JOSE LUIZ DE FRANCA FREIRE - Coorientador |
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Catalogação: | 20/FEV/2001 | Língua(s): | PORTUGUESE - BRAZIL |
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Tipo: | TEXT | Subtipo: | THESIS | ||||||||||||||||||
Notas: |
[pt] Todos os dados constantes dos documentos são de inteira responsabilidade de seus autores. Os dados utilizados nas descrições dos documentos estão em conformidade com os sistemas da administração da PUC-Rio. [en] All data contained in the documents are the sole responsibility of the authors. The data used in the descriptions of the documents are in conformity with the systems of the administration of PUC-Rio. |
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Referência(s): |
[pt] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=1274&idi=1 [en] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=1274&idi=2 [es] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=1274&idi=4 |
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DOI: | https://doi.org/10.17771/PUCRio.acad.1274 | ||||||||||||||||||||
Resumo: | |||||||||||||||||||||
Once recognised that asbestos can cause harm during its
extraction and its handling during the
fabrication process - which turns it into asbestos-cement -
the use of this material has been
restricted in some countries and in others prohibited by
law, as in the case of the United States
of America ,Canada, Mexico and the European Community.
Unfortunately asbesto-cement is
one of the most commonly used constructional material in
Brazil. With the objective to
substitute this material with any other of low cost and
abundantly available, local material
composites of mortar with vegetable fibres are being
investigated.
In this work the fracture behaviour of composites of cement
mortar matrix, reinforced with
short sisal fibres randomly distributed, is studied. Four
points bending specimens have been
used with a "U" type notch of different curvature radii at
the root, submitted to pure bending
moment. To establish the properties of the developed
composite, tests were carried out on:
pure cement mortar matrix, composites of mortar with 3% of
volume of sisal fibres with 25
mm length and composites with 45 mm fibre length. In a
previous work, the stress field at the
root of the notches was studied using electrical strain
gauges, which did not give good results
because it is not possible to find a strain gauge which
could be compatible both with the grain
size of the composite and the size of the stress
concentration zone. Therefore the method of
photoelasticity, was chosen in this work to establish the
stress field at the root of the notch in
order to determine KI and kt .
The methods of transmission and reflection photoelasticity
applied to polycarbonate material
sheet, produced satisfactory results. However, when the
reflection method was used with a
thin sheet of polycarbonate material together applied to
the surface of the test specimens, the
fringe order was not well defined. This made it difficult
to establish the magnitude of the
stresses. Therefore it was not possible to estimate the
values KI and kt with satisfactory accuracy. It is
recommended that other methods such as shadow Moire to be
used for the purpose.
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