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contributor authorHan Zhang
contributor authorHaitao Li
contributor authorChaokun Hong
contributor authorZhenhua Xiong
contributor authorRodolfo Lorenzo
contributor authorIleana Corbi
contributor authorOttavia Corbi
date accessioned2022-01-31T23:38:27Z
date available2022-01-31T23:38:27Z
date issued7/1/2021
identifier other%28ASCE%29MT.1943-5533.0003776.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270081
description abstractThe size effect on the axial compressive performance of laminated bamboo lumber is studied through compression tests on three groups of short columns with different heights and section sizes. The failure modes, bearing capacity, strain distribution, and deformation capacity were analyzed. Based on the test results, three groups of stress-strain models of laminated bamboo lumber with different sizes are presented. The simulated results were in good agreement with the test results. The slope method and the parameter method were used to calculate the size effect coefficient and the results showed that the linear regression parameter analysis method is more efficient for analyzing the size effect. It is concluded that the size effect coefficients of compressive strength, ultimate load, elastic modulus, ductility, and compressibility are 0.043 (1/23.26), 0.6676 (1/1.52), 0.064 (1/15.63), 0.0529 (1/18.90), and 0.133 (1/7.52), respectively.
publisherASCE
titleSize Effect on the Compressive Strength of Laminated Bamboo Lumber
typeJournal Paper
journal volume33
journal issue7
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003776
journal fristpage04021161-1
journal lastpage04021161-12
page12
treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 007
contenttypeFulltext


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