ETDs @PUC-Rio
| Título: | THEORETICAL EXPERIMENTAL THE FLEXURAL STUDY ON THE CONCRETE SLABS REINFORCED WITH PERMANENTS SHUTTER BAMBOO | ||||||||||||||||||||
| Autor: |
EDUARDO HUMBERTO ACHA NAVARRO |
||||||||||||||||||||
| Colaborador(es): |
KHOSROW GHAVAMI - Orientador |
||||||||||||||||||||
| Catalogação: | 31/JUL/2002 | Língua(s): | PORTUGUESE - BRAZIL |
||||||||||||||||||
| 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. |
||||||||||||||||||||
| Referência(s): |
[pt] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=2794&idi=1 [en] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=2794&idi=2 |
||||||||||||||||||||
| DOI: | https://doi.org/10.17771/PUCRio.acad.2794 | ||||||||||||||||||||
| Resumo: | |||||||||||||||||||||
|
The main objective of this thesis is to study the behavior
of bamboo permanent shutter concrete slab BPSCS subjected
to four points bending test. The boundary conditions of the
slabs are simply supported and have 350cm free spans, with
the height between 11cm to 13cm and the widths of 60cm to
71cm respectively depending on the diameter of bamboo used.
Two most commonly available bamboo species Dendrocalamus
giganteus and Guadua angustifolhia are considered. In the
BPSCS the connectors have an important function. In this
study two types of connectors considering half and the
entire diaphragm of the whole bamboo culm was used. To
improve bonding between bamboo and concrete in addition to
create an impermeable surface of the bamboo SIKADUR-32 GEL
was applied.To establish the efficiency of the connectors
and the considered treatment PUSH-OUT tests were carried
out. The test results proved that both types of the
connectors are flexible. The tests were carried out up to
the failure loads. Through the instrumentation of the three
tested slabs the load deflections, stress- strain curves of
the slabs at different points were registered and analyzed.
The results in turn were compared with those obtained
theoretically. In the analyses both resistance and
serviceability criteria were studied. Based on the findings
preliminary design methods are recommended. Finally the
variables to be studied in future are given.
|
|||||||||||||||||||||
|
|||||||||||||||||||||
