2022
DOI: 10.1016/j.conbuildmat.2022.129358
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Adaptation of a wood theoretical fracture model for predicting splitting capacity of dowelled connections in bamboo

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Cited by 5 publications
(7 citation statements)
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“…These connections are favored for their ease of construction, yet they pose challenges such as insufficient joint strength and the risk of splitting or cracking when punching into bamboo culms [72,73]. Consequently, researchers have conducted experimental and theoretical studies to enhance the performance and widespread adoption of dowelled connections [24,27,48,54,60,78]. For instance, Masdar et al [24] established the minimum distance between bolts and the end of bamboo culms without nodes, crucial for designing bolted connections under realworld conditions.…”
Section: Dowelled Connectionsmentioning
confidence: 99%
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“…These connections are favored for their ease of construction, yet they pose challenges such as insufficient joint strength and the risk of splitting or cracking when punching into bamboo culms [72,73]. Consequently, researchers have conducted experimental and theoretical studies to enhance the performance and widespread adoption of dowelled connections [24,27,48,54,60,78]. For instance, Masdar et al [24] established the minimum distance between bolts and the end of bamboo culms without nodes, crucial for designing bolted connections under realworld conditions.…”
Section: Dowelled Connectionsmentioning
confidence: 99%
“…Ramful [27] analyzed failure modes in bamboo bolt connections under tension, identifying shear-out failure as dominant due to bambooʹs high axial strength but weak radial and tangential strength. Additionally, Malkowska et al [78] derived equations to predict splitting capacity and provided insights into the mechanics of laterally loaded dowelled connections in bamboo, offering valuable guidance for designers [50]. This study aimed to enhance designers' confidence to implement dowelled bamboo connections in practice.…”
Section: Dowelled Connectionsmentioning
confidence: 99%
“…These connections are favored for their ease of construction, yet they pose challenges such as insufficient joint strength and the risk of splitting or cracking when punching into bamboo culms [78,79]. Consequently, researchers have conducted experimental and theoretical studies to enhance the performance and widespread adoption of dowelled connections [27,30,54,60,66,84]. For instance, Masdar et al [27] established the minimum distance between bolts and the end of bamboo culms without nodes, crucial for designing bolted connections under real-world conditions.…”
Section: Dowelled Connectionsmentioning
confidence: 99%
“…Ramful [30] analyzed failure modes in bamboo bolt connections under tension, identifying shear-out failure as dominant due to bamboo's high axial strength but weak radial and tangential strength. Additionally, Malkowska et al [84] derived equations to predict splitting capacity and provided insights into the mechanics of laterally loaded dowelled connections in bamboo, offering valuable guidance for designers [56]. This study aimed to enhance designers' confidence to implement dowelled bamboo connections in practice.…”
Section: Dowelled Connectionsmentioning
confidence: 99%
See 1 more Smart Citation