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contributor authorWelington V. Silva
contributor authorLuciano M. Bezerra
contributor authorCleirton S. Freitas
contributor authorJorge Bonilla
contributor authorRamon Silva
date accessioned2022-01-31T23:48:34Z
date available2022-01-31T23:48:34Z
date issued8/1/2021
identifier other%28ASCE%29ST.1943-541X.0003018.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270392
description abstractSpace trusses are extensively used to construct large free spans in roofs. In many countries, connections in such space trusses are made with tubes linked by typical space-truss connections. Typical nodes are made with the superposition of flattened tube ends significantly reducing the strength of such space trusses. This paper presents the use of natural sisal fiber and the reuse of recyclable tires to produce spacers to correct such typical nodes. The choice of those new materials reflects the growing interest in recycling, reducing, and reusing usable waste. There is increasing global environmental awareness of and social concern with the high rate of petroleum resource depletion as in tire manufacture. Moreover, the new environmental and sustainability regulations in engineering arouse interest in new and natural materials like sisal fibers. Therefore, in this paper, two new spacers are presented as an appropriate choice to reduce the eccentricity of typical connections in space trusses. The results of experimental and numerical tests show their efficiency in reducing the eccentricities of typical nodes, increasing the resistance capacity of space trusses with low cost materials. Finite-element (FE) results are compared with experimental results validating the advantages of using these new spacers in typical connections in space-truss nodes.
publisherASCE
titleUse of Natural Fiber and Recyclable Materials for Spacers in Typical Space Truss Connections
typeJournal Paper
journal volume147
journal issue8
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0003018
journal fristpage04021112-1
journal lastpage04021112-16
page16
treeJournal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 008
contenttypeFulltext


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