首页> 外文会议>7th World Conference on Timber Engineering, WCTE 2002 Vol.1, Aug 12-15, 2002, Shah Alam, Malaysia >STRENGTH CHARACTERISTICS OF FULL SCALE STRUCTURAL LAMINATED VENEER LUMBER IN TENSION
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STRENGTH CHARACTERISTICS OF FULL SCALE STRUCTURAL LAMINATED VENEER LUMBER IN TENSION

机译:全尺寸层状单板层合梁的强度特性

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Currently the information on the tensile strength properties of laminated veneer lumber made from Malaysian tropical timbers is not available. This is due to the difficulty of making the end-fastening device. In this study, the tensile strength behavior of LVL manufactured from Malaysian tropical timbers was evaluated. The 50 mm thick LVL panels were manufactured using 13 and 17 layers of veneers from Kedondong (Canarium,spp), Keruing (Dipterocarpus , spp) and Bintagor (Calophyllum, spp). The tensile strength test was carried out using in-grade size specimens. In order to carry out this test, a special tensile grip was fabricated using the model suggested in ASTM D198. The tests were conducted according to ASTM D198 (Static Test of Lumber in Structural Size). The tensile strength properties evaluated include tensile strength, modulus of elasticity and Poisson ratio. Effect of timber species and the number of veneer layers on the tensile strength properties were analysed statistically. The relationship between tensile stress and bending stress is also discussed.
机译:目前尚无关于由马来西亚热带木材制成的层压单板木材的拉伸强度特性的信息。这是由于难以制造端部紧固装置。在这项研究中,评估了由马来西亚热带木材制成的LVL的拉伸强度行为。 50毫米厚的LVL面板是使用Kedondong(Canarium,spp),Kering(Dipterocarpus,spp)和Bintagor(Calophyllum,spp)的13层和17层单板制造的。抗拉强度测试是使用同等尺寸的样本进行的。为了进行此测试,使用ASTM D198中建议的模型制作了特殊的拉伸夹具。根据ASTM D198(结构尺寸的木材静态测试)进行测试。评估的拉伸强度特性包括拉伸强度,弹性模量和泊松比。统计分析木材种类和单板层数对拉伸强度性能的影响。还讨论了拉伸应力和弯曲应力之间的关系。

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