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contributor authorC. Q. Chen
contributor authorS. C. Zhou
contributor authorS. T. Lai
contributor authorM. D. Xu
contributor authorY. Xiao
date accessioned2023-11-27T23:41:21Z
date available2023-11-27T23:41:21Z
date issued7/4/2023 12:00:00 AM
date issued2023-07-04
identifier otherJMCEE7.MTENG-15071.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293773
description abstractGlued laminated bamboo (glubam) is an engineered bamboo for the potential usage in structures as an alternative to timber-based glulam. This paper focuses on the impact toughness and static bending strength of glubam, with the goal to provide basic understanding and experimental data for impact design of engineered bamboo structures. Two types of glubam, i.e., thin-strip and thick-strip glubams were investigated through impact pendulum and quasi-static bending tests. For the thick-strip glubam, testing parameters also included three types of manufacturing conditions with different degrees of carbonization of composing bamboo strips. Both comparisons among different types of glubam, and between dynamic and static bending results can effectively identify the impact resistance and mechanical properties of glubam. The dynamic impact loading resulted in higher instability and had failure modes different from quasi-static tests for glubam specimens. Experimental values of toughness, modulus of elasticity (MOE) and modulus of rupture (MOR) at different loading speed conditions are obtained.
publisherASCE
titleImpact Toughness and Quasi-Static Bending Strength of Glubam
typeJournal Article
journal volume35
journal issue9
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-15071
journal fristpage04023322-1
journal lastpage04023322-12
page12
treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 009
contenttypeFulltext


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