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contributor authorParthasarathi Mukhopadhyay
contributor authorSekhar Chandra Dutta
date accessioned2017-05-08T22:35:42Z
date available2017-05-08T22:35:42Z
date copyrightSeptember 2015
date issued2015
identifier other51063349.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83242
description abstractDepleting timber resources has generated interest in bamboo, a traditional sustainable building material of the tropics. However, dearth of strength data has been a major hindrance in its engineered application. The present paper reports experimentally verified compressive and cleavage strengths of an Indian bamboo species that is considered suitable for structural applications. The investigated compressive strength is well comparable with that of equivalent timber. The paper reports lesser strength of split bamboo specimens than round ones, which contradicts the provisions of some codes. The paper also observes that compressive strength of bamboo generally increases along its culm length, gradually from bottom to top. The paper further identifies a factor, which when multiplied by the density of a given specimen, yields corresponding permissible compressive strength. Low values of coefficients of variation and skewness of the experimental data indicate its reliability. This paper may be considered as a step towards engineered application of bamboo.
publisherAmerican Society of Civil Engineers
titleInvestigating Compressive and Cleavage Strengths of an Indian Bamboo Species
typeJournal Paper
journal volume27
journal issue9
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0001187
treeJournal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 009
contenttypeFulltext


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