Effect of the Reinforced Plastic Clamp Fitting on the Bending Strength of the Spruce T-Type Loose Tenon Joints

Author:

Ķīsis Artūrs1ORCID,Ilze Gūtmane1,Kirilovs Edgars1

Affiliation:

1. Riga Technical University

Abstract

This article presents the bending strength and flexural properties of the glued T-type spruce loose tenon construction joints with and without reinforced plastic clamp fitting. Construction joints are designed according to Eurocode 5. The samples are made from European spruce (Picea abies Karst.) C24 class construction material with relative wood moisture 18% and relative wood density 410 kg/m3. Samples are assembled with water/high temperature resistant polyurethane adhesive and polyvinyl acetate dispersion adhesive. The total number of samples is 48. The sample width is 95mm and thickness is 45mm. Samples were subjected to moisture, weight controls and 48h stored in the climate chamber before practical bending load test. T-type loose tenon joint construction samples with reinforced plastic clamp fittings glued with polyurethane adhesive under bending load are 2.6% stronger and 13.8% less flexural then without reinforced plastic clamp fittings. T-type loose tenon joint construction samples with reinforced plastic clamp fittings glued with polyvinyl acetate dispersion adhesive under bending load are 9.7% weaker and 20% less flexural then without reinforced plastic clamp fittings. The accuracy of the developed bending strength, deformability and elasticity modulus of the examined construction joints was verified positively by experimental studies.

Publisher

Trans Tech Publications, Ltd.

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference14 articles.

1. Kuzman M.K., Grošelj P. Wood as a Construction Material. Comparison of Different Construction Types for Residential Building Using the Analytic Hierarchy Process. Wood Research 57(4) 2012 591-600.

2. Coulbourne Consulting, IPDS. Residential Structural Design Guide, Second Edition: A State-of-the-Art Engineering Resource for Light-Frame Homes, Apartments, and Townhouses 2017 5-1.

3. Anshari B., Sugiartha W., Mahmud F., Rofaida A. and Pathurrahman. Experamental Study on The Strenght of Double Shear Timber Conection Using Bamboo Dowel Fastener. Proceedings of the 3rd International Conference on Construction and building Engeneering (ICONBUILD) (2017).

4. Carsten H. Developing Hybrid Timber Construction For Sustainable Tall Buildings. CTBUH Journal, 2014 Issue III.

5. Hart J., Pomponi F. More Timber in Construction. Unanswered Questions and Future Challenges. Sustainability MPDI 2020, 112, 3473.

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3