A new joint to assemble light structures of bamboo slats

•A new mechanical joint to connect Guadua angustifolia slats is presented.•The joint is based on applying compression along the thickness of the slats.•Light structures assembled with the new joint presented a good mechanical behavior.•Light trusses of bamboo slats are a feasible option to support h...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Construction & building materials 2015-11, Vol.98, p.61-68
Hauptverfasser: Villegas, Laura, Morán, Richard, García, José Jaime
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 68
container_issue
container_start_page 61
container_title Construction & building materials
container_volume 98
creator Villegas, Laura
Morán, Richard
García, José Jaime
description •A new mechanical joint to connect Guadua angustifolia slats is presented.•The joint is based on applying compression along the thickness of the slats.•Light structures assembled with the new joint presented a good mechanical behavior.•Light trusses of bamboo slats are a feasible option to support house floors and roofs. Guadua angustifolia (GA) is an American species of bamboo. It is a sustainable anisotropic material that exhibits high strength along the longitudinal direction of the culm and low strength on the planes of the fibers, which usually leads to premature fissures and failure in the joints of GA structures. Based on the ductile behavior of the material under compression along the thickness of the culm or radial direction, a new joint to connect GA slats was developed. The joint connects two GA slats by using two small curved steel plates, a bolt, and a nut, which are used to apply high compressive deformation in the radial direction. Experiments of the proposed joint showed about a twofold significant increase of strength with respect to a joint without radial compression. To further determine the performance of the joint, two beam prototypes were developed and tested. First, a small beam of 0.93m length and 70N weight that was loaded under three point bending supported a maximum load of 15,500N and failed by buckling and subsequent rupture of a compression element. Next, a prototype of about 3m length and 310N weight that was tested under a 12,000N distributed load showed maximum deflections of about 18mm and complete integrity of the joints and the compression elements. Deflections under constant loading were about 30% of the total for the nine days of testing. Experiments of the beams showed full integrity of the proposed joint, which is a feasible alternative to produce light prefabricated trusses to support house floors and roofs. This joint is a first step for the improvement of structural connections of GA elements, with the intention to extend this idea to join whole culms.
doi_str_mv 10.1016/j.conbuildmat.2015.08.113
format Article
fullrecord <record><control><sourceid>gale_cross</sourceid><recordid>TN_cdi_gale_infotracmisc_A434318827</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><galeid>A434318827</galeid><els_id>S0950061815303305</els_id><sourcerecordid>A434318827</sourcerecordid><originalsourceid>FETCH-LOGICAL-c463t-66a53aa2abc1139b9fc1b183a3ec0a638e38a60c1e8c132099777b198b648e3a3</originalsourceid><addsrcrecordid>eNqNkUtLAzEUhWehYH38h4hbZ0wmbZpZluILBDe6DjfpnZoyM5HcjOK_N6UuWuhCAgncfOdwOacorgWvBBfqblO5MNjRd6seUlVzMau4roSQJ8WENzNeciX0WXFOtOGcq1rVk0Iv2IDfbBP8kFgKDIiwtx2yzq8_EqMUR5fGiMRCyyz0NgRGHSS6LE5b6Aiv_t6L4v3h_m35VL68Pj4vFy-lmyqZSqVgJgFqsC4v0timdcIKLUGi46CkRqlBcSdQOyFr3jTz-dyKRls1zX8gL4qbne8aOjR-aEOK4HpPziymciqF1vU8U-URao0DRujCgK3P4wO-OsLns8Leu6OC2z2BHckPSPmibUy0hpHoEG92uIuBKGJrPqPvIf4Ywc22LLMxe2WZbVmGa5MzytrlTos51i-P0ZDzODhc-YgumVXw_3D5BfZkoyU</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype></control><display><type>article</type><title>A new joint to assemble light structures of bamboo slats</title><source>Elsevier ScienceDirect Journals Complete - AutoHoldings</source><creator>Villegas, Laura ; Morán, Richard ; García, José Jaime</creator><creatorcontrib>Villegas, Laura ; Morán, Richard ; García, José Jaime</creatorcontrib><description>•A new mechanical joint to connect Guadua angustifolia slats is presented.•The joint is based on applying compression along the thickness of the slats.•Light structures assembled with the new joint presented a good mechanical behavior.•Light trusses of bamboo slats are a feasible option to support house floors and roofs. Guadua angustifolia (GA) is an American species of bamboo. It is a sustainable anisotropic material that exhibits high strength along the longitudinal direction of the culm and low strength on the planes of the fibers, which usually leads to premature fissures and failure in the joints of GA structures. Based on the ductile behavior of the material under compression along the thickness of the culm or radial direction, a new joint to connect GA slats was developed. The joint connects two GA slats by using two small curved steel plates, a bolt, and a nut, which are used to apply high compressive deformation in the radial direction. Experiments of the proposed joint showed about a twofold significant increase of strength with respect to a joint without radial compression. To further determine the performance of the joint, two beam prototypes were developed and tested. First, a small beam of 0.93m length and 70N weight that was loaded under three point bending supported a maximum load of 15,500N and failed by buckling and subsequent rupture of a compression element. Next, a prototype of about 3m length and 310N weight that was tested under a 12,000N distributed load showed maximum deflections of about 18mm and complete integrity of the joints and the compression elements. Deflections under constant loading were about 30% of the total for the nine days of testing. Experiments of the beams showed full integrity of the proposed joint, which is a feasible alternative to produce light prefabricated trusses to support house floors and roofs. This joint is a first step for the improvement of structural connections of GA elements, with the intention to extend this idea to join whole culms.</description><identifier>ISSN: 0950-0618</identifier><identifier>DOI: 10.1016/j.conbuildmat.2015.08.113</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Analysis ; Anisotropic material ; Bamboo ; Bamboo joints ; Bamboo slats ; Bamboo splits ; Concrete ; Ductile behavior ; Guadua angustifolia ; Mechanical properties ; Structural joints</subject><ispartof>Construction &amp; building materials, 2015-11, Vol.98, p.61-68</ispartof><rights>2015 Elsevier Ltd</rights><rights>COPYRIGHT 2015 Elsevier B.V.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c463t-66a53aa2abc1139b9fc1b183a3ec0a638e38a60c1e8c132099777b198b648e3a3</citedby><cites>FETCH-LOGICAL-c463t-66a53aa2abc1139b9fc1b183a3ec0a638e38a60c1e8c132099777b198b648e3a3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.conbuildmat.2015.08.113$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,780,784,3548,27922,27923,45993</link.rule.ids></links><search><creatorcontrib>Villegas, Laura</creatorcontrib><creatorcontrib>Morán, Richard</creatorcontrib><creatorcontrib>García, José Jaime</creatorcontrib><title>A new joint to assemble light structures of bamboo slats</title><title>Construction &amp; building materials</title><description>•A new mechanical joint to connect Guadua angustifolia slats is presented.•The joint is based on applying compression along the thickness of the slats.•Light structures assembled with the new joint presented a good mechanical behavior.•Light trusses of bamboo slats are a feasible option to support house floors and roofs. Guadua angustifolia (GA) is an American species of bamboo. It is a sustainable anisotropic material that exhibits high strength along the longitudinal direction of the culm and low strength on the planes of the fibers, which usually leads to premature fissures and failure in the joints of GA structures. Based on the ductile behavior of the material under compression along the thickness of the culm or radial direction, a new joint to connect GA slats was developed. The joint connects two GA slats by using two small curved steel plates, a bolt, and a nut, which are used to apply high compressive deformation in the radial direction. Experiments of the proposed joint showed about a twofold significant increase of strength with respect to a joint without radial compression. To further determine the performance of the joint, two beam prototypes were developed and tested. First, a small beam of 0.93m length and 70N weight that was loaded under three point bending supported a maximum load of 15,500N and failed by buckling and subsequent rupture of a compression element. Next, a prototype of about 3m length and 310N weight that was tested under a 12,000N distributed load showed maximum deflections of about 18mm and complete integrity of the joints and the compression elements. Deflections under constant loading were about 30% of the total for the nine days of testing. Experiments of the beams showed full integrity of the proposed joint, which is a feasible alternative to produce light prefabricated trusses to support house floors and roofs. This joint is a first step for the improvement of structural connections of GA elements, with the intention to extend this idea to join whole culms.</description><subject>Analysis</subject><subject>Anisotropic material</subject><subject>Bamboo</subject><subject>Bamboo joints</subject><subject>Bamboo slats</subject><subject>Bamboo splits</subject><subject>Concrete</subject><subject>Ductile behavior</subject><subject>Guadua angustifolia</subject><subject>Mechanical properties</subject><subject>Structural joints</subject><issn>0950-0618</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2015</creationdate><recordtype>article</recordtype><sourceid>N95</sourceid><recordid>eNqNkUtLAzEUhWehYH38h4hbZ0wmbZpZluILBDe6DjfpnZoyM5HcjOK_N6UuWuhCAgncfOdwOacorgWvBBfqblO5MNjRd6seUlVzMau4roSQJ8WENzNeciX0WXFOtOGcq1rVk0Iv2IDfbBP8kFgKDIiwtx2yzq8_EqMUR5fGiMRCyyz0NgRGHSS6LE5b6Aiv_t6L4v3h_m35VL68Pj4vFy-lmyqZSqVgJgFqsC4v0timdcIKLUGi46CkRqlBcSdQOyFr3jTz-dyKRls1zX8gL4qbne8aOjR-aEOK4HpPziymciqF1vU8U-URao0DRujCgK3P4wO-OsLns8Leu6OC2z2BHckPSPmibUy0hpHoEG92uIuBKGJrPqPvIf4Ywc22LLMxe2WZbVmGa5MzytrlTos51i-P0ZDzODhc-YgumVXw_3D5BfZkoyU</recordid><startdate>20151115</startdate><enddate>20151115</enddate><creator>Villegas, Laura</creator><creator>Morán, Richard</creator><creator>García, José Jaime</creator><general>Elsevier Ltd</general><general>Elsevier B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>N95</scope><scope>XI7</scope></search><sort><creationdate>20151115</creationdate><title>A new joint to assemble light structures of bamboo slats</title><author>Villegas, Laura ; Morán, Richard ; García, José Jaime</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c463t-66a53aa2abc1139b9fc1b183a3ec0a638e38a60c1e8c132099777b198b648e3a3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2015</creationdate><topic>Analysis</topic><topic>Anisotropic material</topic><topic>Bamboo</topic><topic>Bamboo joints</topic><topic>Bamboo slats</topic><topic>Bamboo splits</topic><topic>Concrete</topic><topic>Ductile behavior</topic><topic>Guadua angustifolia</topic><topic>Mechanical properties</topic><topic>Structural joints</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Villegas, Laura</creatorcontrib><creatorcontrib>Morán, Richard</creatorcontrib><creatorcontrib>García, José Jaime</creatorcontrib><collection>CrossRef</collection><collection>Gale Business: Insights</collection><collection>Business Insights: Essentials</collection><jtitle>Construction &amp; building materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Villegas, Laura</au><au>Morán, Richard</au><au>García, José Jaime</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A new joint to assemble light structures of bamboo slats</atitle><jtitle>Construction &amp; building materials</jtitle><date>2015-11-15</date><risdate>2015</risdate><volume>98</volume><spage>61</spage><epage>68</epage><pages>61-68</pages><issn>0950-0618</issn><abstract>•A new mechanical joint to connect Guadua angustifolia slats is presented.•The joint is based on applying compression along the thickness of the slats.•Light structures assembled with the new joint presented a good mechanical behavior.•Light trusses of bamboo slats are a feasible option to support house floors and roofs. Guadua angustifolia (GA) is an American species of bamboo. It is a sustainable anisotropic material that exhibits high strength along the longitudinal direction of the culm and low strength on the planes of the fibers, which usually leads to premature fissures and failure in the joints of GA structures. Based on the ductile behavior of the material under compression along the thickness of the culm or radial direction, a new joint to connect GA slats was developed. The joint connects two GA slats by using two small curved steel plates, a bolt, and a nut, which are used to apply high compressive deformation in the radial direction. Experiments of the proposed joint showed about a twofold significant increase of strength with respect to a joint without radial compression. To further determine the performance of the joint, two beam prototypes were developed and tested. First, a small beam of 0.93m length and 70N weight that was loaded under three point bending supported a maximum load of 15,500N and failed by buckling and subsequent rupture of a compression element. Next, a prototype of about 3m length and 310N weight that was tested under a 12,000N distributed load showed maximum deflections of about 18mm and complete integrity of the joints and the compression elements. Deflections under constant loading were about 30% of the total for the nine days of testing. Experiments of the beams showed full integrity of the proposed joint, which is a feasible alternative to produce light prefabricated trusses to support house floors and roofs. This joint is a first step for the improvement of structural connections of GA elements, with the intention to extend this idea to join whole culms.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.conbuildmat.2015.08.113</doi><tpages>8</tpages></addata></record>
fulltext fulltext
identifier ISSN: 0950-0618
ispartof Construction & building materials, 2015-11, Vol.98, p.61-68
issn 0950-0618
language eng
recordid cdi_gale_infotracmisc_A434318827
source Elsevier ScienceDirect Journals Complete - AutoHoldings
subjects Analysis
Anisotropic material
Bamboo
Bamboo joints
Bamboo slats
Bamboo splits
Concrete
Ductile behavior
Guadua angustifolia
Mechanical properties
Structural joints
title A new joint to assemble light structures of bamboo slats
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-09T17%3A28%3A53IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-gale_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=A%20new%20joint%20to%20assemble%20light%20structures%20of%20bamboo%20slats&rft.jtitle=Construction%20&%20building%20materials&rft.au=Villegas,%20Laura&rft.date=2015-11-15&rft.volume=98&rft.spage=61&rft.epage=68&rft.pages=61-68&rft.issn=0950-0618&rft_id=info:doi/10.1016/j.conbuildmat.2015.08.113&rft_dat=%3Cgale_cross%3EA434318827%3C/gale_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_id=info:pmid/&rft_galeid=A434318827&rft_els_id=S0950061815303305&rfr_iscdi=true