Interactive buckling of structural local bamboo in Malaysia

Awalluddin, Dinie; Ariffin, Mohd Azreen Mohd; Osman, Muhammad Khusairi; Ibrahim, Izni Syahrizal; Hussin, Mohd Warid; Ismail, Mohamed A.; Lee, Han-Seung

doi:10.1088/1755-1315/220/1/012036

Cited by 7 publications

(5 citation statements)

References 5 publications

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“…A crack pattern at the top section high thickness wall only failed in end bearing for Gigantochloa scortechinii, according to Handana et al (2020). Meanwhile, buckling behavior was exhibited in Dendrocalamus asper and Gigantochloa scortechinii (Awalluddin et al 2019). In D. asper and G. scortechinii, vertical cracks or splits were detected.…”

Section: Failure Mechanismmentioning

confidence: 99%

“…Scopus has been used in many recent reviews in bamboo studies. For example, it was used to review the strength parameters of parallel to fiber (de Jesus et al 2021), water absorption behavior of bamboo (Salih et al 2019), and interactive buckling of bamboo structure (Awalluddin et al 2019). In order to carry out the search, the Scopus search engine was utilized by using "titles/abstract/keyword" as the first step.…”

Section: Identification (Database and Journal Selection)mentioning

confidence: 99%

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Mechanical characterization of bamboo pole for building engineering: A review

Bahrin,

Kamarudin,

Mansor

et al. 2023

BioRes

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Bamboo is a sustainable and cost-effective alternative to traditional construction materials. Despite the fact that three species are well known for structural applications, namely Dendrocalamus asper, Gigantochloa scortechinii, and Gigantochloa levis, the scientific data for their mechanical characterization is scarcely available and widely dispersed. In addition, a systematic literature review appraising the study advancement of mechanical characterization of bamboo had been unavailable. This paper bridges this gap by conducting a systematic literature review (SLR) of the available literature of mechanical characterization of bamboo pole. A total of 54 relevant articles were retrieved from Scopus and snowballing and then put forward through bibliometric analysis using VOSviewer. The results showed that the distribution of data for physical and mechanical characterization of aforementioned species was scattered due to the different location (origin), age, and initial moisture content recorded during empirical work among the researchers. This review’s importance and distinctiveness lie in its synthesis of the existing literature on bamboo mechanical characterization. The findings provide a point of reference for both academia and industry by bridging the scarcity of current bamboo engineering data and outlining future possibilities for bamboo research in the building and construction domain.

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Section: Failure Mechanismmentioning

confidence: 99%

Section: Identification (Database and Journal Selection)mentioning

confidence: 99%

Mechanical characterization of bamboo pole for building engineering: A review

Bahrin,

Kamarudin,

Mansor

et al. 2023

BioRes

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“…The geometrical dimensions of the Bambusa vulgaris and Dendrocalamus asper utilized in this investigation are shown in Table 1. The magnitude of this dimension has been derived from previous research results taken from [6,7] Three distinct bamboo pole lengths-6 m, 9 m, and 12 m for each species-were modelled in the Abaqus FEA. The bamboo lengths used in this study were chosen randomly to compare and analyze the influence of length on the buckling behaviour of the two local bamboos.…”

Section: Selection Of Bamboo Speciesmentioning

confidence: 99%

“…Consequently, due to a lack of guidelines and standards for applying bamboo, its usage is limited, particularly in construction [1][2][3][4]. In addition, much past research has reported that bamboo has a range of distinct characteristics that vary according to species, origin, position on bamboo culm, and maturity, making it more challenging to design as a structural element [5][6][7][8].…”

Section: Introductionmentioning

confidence: 99%

“…Therefore, this paper focuses on assessing the elastic linear buckling behaviour of two species of bamboo, namely Dendracalamus asper and Bambusa vugaris to contribute to the insight of the buckling behaviour of these two species via finite element method. In [6], a comparison of buckling strength between 3 species commercially utilized shows that Dendrocalamus asper has the highest buckling strength compared to Bambusa vulgaris and Gigantochloa scortechinii. This study aims to determine whether any outcomes from the elastic stage behaviour are misleading and develop the basis FEA modelling technique in analyzing bamboo material.…”

Section: Introductionmentioning

confidence: 99%

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Study on the Linear Buckling Behaviour of Two Local Bamboo Species Under Different Length and Boundary Conditions via Finite Element Analysis (FEA)

Mansor¹,

Lop²,

Anshari³

2022

Proceedings of the First Mandalika International Multi-Conference on Science and Engineering 2022, MIMSE 2022 (Civil and Archit

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Bamboo is the world's fastest-growing grass species. Although bamboo is a resilient and sustainable engineering material, its use in the building sector has been limited. The limitation in the usage is most likely due to its nature, which might vary depending on the species and origin, creating a challenge in establishing standard design guidelines. As a result, further research into the fundamentals of bamboo as a structural material is required. The Finite Element (FE) method is used in this study to evaluate the elastic critical buckling loads and mode shape of two local bamboos under different lengths and boundary conditions. The proposed local bamboo was modelled in ABAQUS software version 6.14. The findings reveal that Dendrocalamus asper has greater buckling strength due to its physical dimensions than Bambusa vulgaris under the same length and boundary condition. In terms of length and boundary conditions, six-meter length bamboo with fixed-pinned ended conditions can resist higher elastic critical buckling load than six-meter bamboo with fixed-free ended conditions. Consequently, the difference in elastic critical buckling load between the finite element approach and Euler's theory calculation is less than 2%, indicating that the two methods are in good agreement.

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