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contributor authorRuijia Wu
contributor authorJiaxi Mao
contributor authorJinyuan Li
contributor authorYiyang Qian
contributor authorHan Feng
contributor authorY. Xiao
date accessioned2023-08-16T19:15:06Z
date available2023-08-16T19:15:06Z
date issued2023/06/01
identifier otherJMCEE7.MTENG-14930.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292998
description abstractGlubam is a type of engineered bamboo increasingly attracting research and application interest. This study focused on the torsional shear properties of glubam. Prismatic specimens with square sections were tested using a torsional loading device along with both conventional strain gauge–based instrumentation and a digital image correlation (DIC) system. Testing parameters included thick- and thin-strip glubams, the influence of carbonization of thick-strip glubam, as well as comparative spruce-pine-fir (SPF). Mechanical behavior and properties, including failure process, shear stress-strain relationships, modulus, and strength, were examined. The testing results indicated that carbonization of thick-strip glubam increased its strength slightly; however, specimens failed with more brittleness. The existence of bi-directional bamboo fibers in the thin-strip glubam apparently contributed to the larger deformability compared with the unidirectional thick-strip glubam.
publisherAmerican Society of Civil Engineers
titleA Study on Torsional Behavior of Glued Laminated Bamboo Glubam
typeJournal Article
journal volume35
journal issue6
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-14930
journal fristpage04023140-1
journal lastpage04023140-14
page14
treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 006
contenttypeFulltext


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