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contributor authorXin Xue
contributor authorHaitao Li
contributor authorXing Guo
contributor authorRodolfo Lorenzo
date accessioned2025-08-17T22:56:10Z
date available2025-08-17T22:56:10Z
date copyright5/1/2025 12:00:00 AM
date issued2025
identifier otherJMCEE7.MTENG-19357.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307663
description abstractTo promote the application of bamboo scrimber (BS) in the construction field, it is necessary to study the fracture properties concerning its structural design and reliability analysis. In this paper, the Mode I fracture properties of BS were investigated based on the digital image correlation (DIC) technique. The experimental phenomena and strain field changes corresponding to each stage were analyzed, and the failure mode of the specimen was analyzed from both macroscopic and microscopic perspectives. Using the DIC technique to analyze the corresponding real-time crack length, the real compliance-crack length (C-a) curve was obtained, and then the calculation method of strain energy release rate (GI) was obtained and compared with the results of four common calculation methods. The modified compliance calibration (MCC) method, which is closest to the real value and is not limited by equipment, was chosen as the calculation method of strain energy release rate in this paper. The effects of three variables on the critical strain energy release rate (GIC) were analyzed, and the recommended specimen size for testing Mode I fracture toughness of BS is proposed as thickness (B)≥30  mm and height (W)≥50  mm. Finally, the critical strain energy release rate for Mode I fracture of BS was calculated to be GIC=1.18  N/mm, and the corresponding critical stress intensity factor was KIC=81.88  MPa·mm1/2.
publisherAmerican Society of Civil Engineers
titleResearch on Mode I Fracture Properties of Bamboo Scrimber Based on DIC Technology
typeJournal Article
journal volume37
journal issue5
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-19357
journal fristpage04025087-1
journal lastpage04025087-13
page13
treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 005
contenttypeFulltext


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