Structural behavior of reinforced concrete beams strengthened with bamboo splints
| Autor: | Jorge Luís Akasaki, Nayra Yumi Tsutsumoto, Mauro Mitsuuchi Tashima, Cesar Fabiano Fioriti, José Luiz Pinheiro Melges, João Victor Fazzan |
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| Přispěvatelé: | Inst Fed Educ Ciencia & Tecnol Sao Paulo, Universidade Estadual Paulista (Unesp) |
| Jazyk: | angličtina |
| Rok vydání: | 2019 |
| Předmět: |
musculoskeletal diseases
Bamboo Materials science General Computer Science General Mathematics General Physics and Astronomy concrete beam Bambusa vulgaris Structural element Natural rubber Deflection (engineering) reinforcement with bamboo structural analysis Composite material lcsh:Science (General) Engenharia Civil biology General Engineering General Chemistry Reinforced concrete biology.organism_classification body regions Cracking Splints stomatognathic diseases alternative material lcsh:TA1-2040 visual_art visual_art.visual_art_medium General Earth and Planetary Sciences lcsh:Engineering (General). Civil engineering (General) lcsh:Q1-390 |
| Zdroj: | Acta Scientiarum. Technology; Vol 41 (2019): Publicação Contínua; e36989 Acta Scientiarum. Technology; v. 41 (2019): Publicação Contínua; e36989 Acta scientiarum. Technology Universidade Estadual de Maringá (UEM) instacron:UEM Acta Scientiarum: Technology, Vol 41, Iss 1, Pp e36989-e36989 (2019) Web of Science Repositório Institucional da UNESP Universidade Estadual Paulista (UNESP) instacron:UNESP |
| ISSN: | 1806-2563 1807-8664 |
| Popis: | Made available in DSpace on 2020-12-10T20:13:03Z (GMT). No. of bitstreams: 0 Previous issue date: 2019-01-01 The aim of this paper is to evaluate through bending tests the structural behavior of reinforced concrete beams additionally reinforced with bamboo splints coated with rubber latex. The bamboo splints are prepared from the stems of the Bambusa vulgaris species and are reinforced in the nodal regions. To examine the strength of adhesion between the bamboo splint and concrete, pull out tests are performed for the specimens. The results of the pullout tests of the test samples show the strengthening of the nodes leading to an increase in the normal tension and rupture of the splint instead of its slip. According to the results of the bending beams, the presence of bamboo splints increases their load capacity when compared with the reference beams. This fact indicates a reduction in the amount of steel required as the structural element. Strengthening the nodes of the bamboo splints provides better performance in terms of deflection and also leads to a slight increase in the beams load capacity. It is worth mentioning that the beams additionally reinforced with bamboo splints reinforced in the nodal region present the same cracking pattern as that of reference beams. Inst Fed Educ Ciencia & Tecnol Sao Paulo, Ilha Solteira, SP, Brazil Univ Estadual Paulista, Fac Engn, Ilha Solteira, SP, Brazil Univ Estadual Paulista, Fac Ciencias & Tecnol, Rua Roberto Simonsen 305, BR-19060900 Presidente Prudente, SP, Brazil Univ Estadual Paulista, Fac Engn, Ilha Solteira, SP, Brazil Univ Estadual Paulista, Fac Ciencias & Tecnol, Rua Roberto Simonsen 305, BR-19060900 Presidente Prudente, SP, Brazil |
| Databáze: | OpenAIRE |
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