A Review of the Evolution of Research on Proposals for Bamboo Culms Connections in Structural Systems

Authors

  • Bruna A. Gaffuri Department of Architecture and Urbanism, Londrina State University, P.O. Box 10.101, Londrina, PR 86051-990 Brazil https://orcid.org/0000-0003-4264-0682
  • Jorge D. M. Moura Department of Architecture and Urbanism, Londrina State University, P.O. Box 10.101, Londrina, PR 86051-990 Brazil
  • Juliana C. Barbosa Wood Industrial Engineering course, São Paulo State University (UNESP), Rua Geraldo Alckmin, , Itapeva, SP 519 Brazil
  • Marcelo H. F. de Medeiros Department of Civil Construction (Bloco III), Av. Cel. Francisco H. dos Santos, 100, Centro Politécnico – Jardim das Américas, Curitiba, PR 81530-000 Brazil
  • Andressa Gobbi Department of Architecture and Urbanism (Bloco I), Av. Cel. Francisco H. dos Santos, 100, Centro Politécnico – Jardim das Américas, Curitiba, PR 81530-000 Brazil
  • Ricardo D. Silva Department of Architecture and Urbanism (Bloco 32), Av. Colombo 5790, Jardim Universitário, Maringá, PR Brazil

Keywords:

Bamboo, Culms, Raw bamboo, Connections, Joints, Parametric design, Steel connections

Abstract

Structural systems built from raw bamboo have been used for years due to its highly renewable characteristics, versatility, and abundance in various countries, e.g., China, Indonesia, all over South America, and especially Brazil. It is also considered a low specific weight material, which means it is easy to handle and transport. These characteristics make it a low-cost material for building construction. The objective of this systematic bibliometric review is to identify innovations in bamboo culms structural connections in order to contribute to the advancement of technology applied to civil construction by seeking joints that consider the use of industrialized or standardized products. This review revealed there is still no ideal connection capable of solving the great problem of this subject, which points out the need for more studies on the topic. This investigation also allows for the classification of the connections into 5 categories: Bolted connections; Steel member and Steel plate connections; Reinforced Connections with filler; Parameterized connections, and; Connections with the use of wooden dowels.

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Published

2023-09-21 — Updated on 2023-11-01

Issue

Section

Scholarly Review