Empirically derived connection design properties for Guadua bamboo

• Published in: Construction & building materials Vol. 163; pp. 9 - 20
• Main Authors: Trujillo, David J.A., Malkowska, Dominika
• Format: Journal Article
• Language: English
• Published: Elsevier Ltd 28.02.2018
• Subjects: Bamboo; Connections; Embedment strength; Screw withdrawal; Slip modulus; Timber; Connections; Screw withdrawal; Embedment strength; Slip modulus; Bamboo; Timber
• ISSN: 0950-0618; 1879-0526
• DOI: 10.1016/j.conbuildmat.2017.12.065

•Test methods for embedment, slip and screw withdrawal in bamboo are proposed.•Over 390 tests were performed.•Predictive empirical equations were derived through regression analysis.•Strength related equations were adapted to output characteristic values. Three connection design properties (dowel embedment strength, slip modulus and screw withdrawal capacity) were determined for one species of bamboo (Guadua angustifolia Kunth) using experimental methods adopted from timber engineering. 151 embedment strength and slip modulus tests were undertaken using smooth dowels with diameters ranging from 3 to 16 mm, whilst 240 screw withdrawal tests were undertaken using 3.5–5 mm diameter self-tapping screws. Using regression analysis, predictive equations for the three connection design properties were derived, based on fastener diameter, density and bamboo wall thickness. Coefficients of determination (R2) ranged from 0.45 to 0.82. The predictive equations for embedment strength and screw withdrawal were adapted to output characteristic values and then compared to similar equations derived for timber contained in Eurocode 5, the latter would seem inappropriate for bamboo.