Progressive failure of bamboo-steel adhesive bonding interface subjected low-energy impact and tension in sequence
Source abstract
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.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Bamboo properties and applications · Wood Treatment and Properties · Natural Fiber Reinforced Composites
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Department of Civil Engineering, Ningbo University, Ningbo, P.R. China
College of Architecture and Environmental Design, Kent State University, Kent, OH, USA
Funding
National Natural Science Foundation of China · National Natural Science Foundation of China (CN) · K.C. Wong Magna Fund at the Ningbo University · Ningbo University
References (17)
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