contributor author | Ruijia Wu | |
contributor author | Jiaxi Mao | |
contributor author | Jinyuan Li | |
contributor author | Yiyang Qian | |
contributor author | Han Feng | |
contributor author | Y. Xiao | |
date accessioned | 2023-08-16T19:15:06Z | |
date available | 2023-08-16T19:15:06Z | |
date issued | 2023/06/01 | |
identifier other | JMCEE7.MTENG-14930.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4292998 | |
description abstract | Glubam 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. | |
publisher | American Society of Civil Engineers | |
title | A Study on Torsional Behavior of Glued Laminated Bamboo Glubam | |
type | Journal Article | |
journal volume | 35 | |
journal issue | 6 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/JMCEE7.MTENG-14930 | |
journal fristpage | 04023140-1 | |
journal lastpage | 04023140-14 | |
page | 14 | |
tree | Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 006 | |
contenttype | Fulltext | |