Screw withdrawal capacity of full-culm P. edulis bamboo

Harries, Kent A.; Morrill, Pheobe; Gauss, Christian; Flower, Chelsea V.; Akinbade, Yusuf; Trujillo, David

doi:10.1016/j.conbuildmat.2019.05.009

Cited by 15 publications

(9 citation statements)

References 5 publications

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“…It is also generally understood that the withdrawal resistance in bamboo scrimber used in furniture and structural applications has similar relations with the pilot hole diameter [21,37]. More specifically, the withdrawal resistance of screws embedded in Phyllostachys edulis bamboo culm walls has been investigated and compared by a modified ASTM D1761 test [38]. Li et al [39] suggested that a suitable diameter of the guiding hole should be 80%-90% of the diameter of the screw in laminated bamboo lumber.…”

Section: Introductionmentioning

confidence: 99%

Withdrawal resistance of the self-tapping screws in engineered bamboo scrimber

Qiu

Wang

et al. 2021

Construction and Building Materials

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Section: Introductionmentioning

confidence: 99%

Withdrawal resistance of the self-tapping screws in engineered bamboo scrimber

Qiu

Wang

et al. 2021

Construction and Building Materials

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“…The withdrawal capacity F ax was calculated according to Eq. ( 7), which was obtained experimentally for Phyllostachys edulis (commonly known as Moso) by Harries et al [10]. The term F ax /4 in Eqs.…”

Section: Introductionmentioning

confidence: 76%

“…Trujillo and Malkowska [13] investigated embedment strength, stiffness, and withdrawal capacity of screws in Guadua bamboo. Harries et al [10] investigated withdrawal capacity of screws in Moso, whereas Chen et al [14] analysed multiple nailed connections in laminated Moso. The only known study on lateral resistance of screwed bamboo connections was carried out by Kou et al [15].…”

Section: Introductionmentioning

confidence: 99%

Theoretical and Experimental Study on Laterally Loaded Nailed Bamboo Connection

2022

Self Cite

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“…With the improvement of living standards, the demand for environmentally friendly, lightweight, and safe structures has increased dramatically [1][2][3][4][5]. Bamboo as a sustainable alternative to traditional building materials, including wood, has started to gain attention [6][7][8][9][10][11][12][13][14][15] due to its short time to harvest [16,17], the variety of species, as well as the high yield, and the ability to reach a maximum height of 15-30 meters in 2-4 months, and the maximum strength in 3-8 years [18,19]. According to life-cycle assessment (LCA) results, bamboo is included in the "factor 20", which means that its impact on the environment is 20 times less compared to modern alternatives [19,20].…”

Section: Introductionmentioning

confidence: 99%

A Review of Basic Mechanical Behavior of Laminated Bamboo Lumber

Dauletbek¹,

Li²,

Lorenzo³

et al. 2022

Journal of Renewable Materials

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Over the past decade, the physical and mechanical performances of laminated bamboo lumber (LBL)-a bamboobased structural material, have been extensively studied using experimental, analytical, and numerical approaches. This paper presents a review of existing knowledge in the literature about the mechanical properties of LBL. The paper involved the review of the response of LBL to different types of loading such as tension, bending, compression, and shear. Based on results of the literature reviewed, the strength of LBL parallel to grain was 90-124 MPa with MOE of 10700 MPa in tension, 29. 55-72.60 MPa, and MOE of 8396-11022 MPa in compression, 63.87-128.4 MPa, and MOE of 8320-10912 MPa in bending, and 7.15-17.5 MPa in shear. The average strength of LBL was similar and in some cases exceeded the average values of bamboo-or wood-based materials, while the variability of its mechanical parameters was lower. The variability in strength values of LBL was affected by bamboo species, density and thickness of bamboo strips, growth portion, type of treatment, strips arrangements, and type of adhesive which in turn calls for classification of LBL by strength grades, degree of hardness, the capability of impregnation and penetration, as well as by areas of application in construction. The study provided and discussed concluding observations, the current research gap, and future research directions on the mechanical properties of LBL.

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Screw withdrawal capacity of full-culm P. edulis bamboo

Cited by 15 publications

References 5 publications

Withdrawal resistance of the self-tapping screws in engineered bamboo scrimber

Withdrawal resistance of the self-tapping screws in engineered bamboo scrimber

Theoretical and Experimental Study on Laterally Loaded Nailed Bamboo Connection

A Review of Basic Mechanical Behavior of Laminated Bamboo Lumber

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