Progressive failure of bamboo-steel adhesive bonding interface subjected low-energy impact and tension in sequence |
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Authors: | Zhen-wen Zhang Rui Liu Jia-liang Zhang |
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Affiliation: | 1. Department of Civil Engineering, Ningbo University, Ningbo, P.R. China;2. College of Architecture and Environmental Design, Kent State University, Kent, OH, USA |
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Abstract: | Bamboo–steel composite structure is a newly developed structure, composed of bamboo plywood and cold-formed thin-walled steel bonded by structural adhesive. This paper configured a three-dimensional (3D) numerical model to characterize the progressive failure of bamboo–steel adhesive bonding interface subjected low-energy impact and tension in sequence. A 3D cohesive zone model (CZM) with reloading trapezoid softening law was adopted to characterize the debonding behavior of the bamboo–steel interface. Investigations on the debonding damage propagation of the bamboo–steel interface subjected low-energy impact and tension after impact were completed, and the influence factors of the residual tensile strength were studied. |
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Keywords: | Bamboo–steel composite structure adhesive bonding interface progressive failure tension after impact finite element analysis |
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