ANALISIS KEKUATAN LENTUR DAN KEKUATAN TEKAN BALOK LAMINASI BAMBU PETUNG (Dendrocalamus asper) DAN SERAT KELAPA SEBAGAI KOMPONEN KONSTRUKSI KAPAL

Parlindungan Manik, S. Samuel, Muhammad Ariq Fikri Kamil, Tuswan Tuswan
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引用次数: 1

Abstract

Laminated beams are formed from two or more materials that have different properties. Bamboo laminate is one solution to develop a material to have a better structure. The purpose of this study was to determine the effect of the direction of the bamboo laminate on the flexural strength and compressive strength of the bamboo laminated. The method used is an experimental test by testing the flexural and compressive strength. The beam test refers to SNI 03-3958-1995 and SNI 03-3959-1995. The laminated beam to be tested has a moisture content value below 13% in accordance with the test provisions and has specific gravity between 0.58-0.69 g/cm 3 . Laminated beams with a cross direction variation of (cid:19)(cid:219)(cid:18)(cid:28)(cid:19)(cid:219) have flexural strength of 74.44 MPa and compressive strength of 53.36 MPa. Laminate with a cross direction variation of + (cid:23)(cid:24)(cid:219)(cid:18) - (cid:23)(cid:24)(cid:219) has flexural strength value of 55.34 MPa and compressive strength of 65.57 MPa. The variation of the cross direction (cid:19)(cid:219)(cid:18)(cid:28)(cid:19)(cid:219) directional arrangement has better flexural strength than the (cid:14)(cid:23)(cid:24)(cid:219)(cid:18) - (cid:23)(cid:24)(cid:219) variation, while for the compression test, the (cid:14)(cid:23)(cid:24)(cid:219)(cid:18) - (cid:23)(cid:24)(cid:219) directional arrangement variation has greater test results. The results of the compressive and flexural tests for both variations belong to different Indonesian Classification Bureau (BKI) strength classes, which cross-variation (cid:19)(cid:219)(cid:18)(cid:28)(cid:19)(cid:219) is classified in strength class II for flexural testing and strength class II for compressive testing, while cross variation (cid:14)(cid:23)(cid:24)(cid:219)(cid:18) - (cid:23)(cid:24)(cid:219) is classified in strength class III for flexural testing and strength class I for compressive testing.
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弹性强度分析和强度压压pe通气竹竿(Dendrocalamus asper)和椰子纤维作为造船成分的一部分
层压梁由两种或两种以上具有不同性能的材料制成。竹材层压板是开发一种具有更好结构的材料的一种解决方案。本研究的目的是确定竹层压板的方向对竹层压板的抗折强度和抗压强度的影响。所采用的方法是通过测试弯曲强度和抗压强度进行实验测试。波束测试指SNI 03-3958-1995和SNI 03-3959-1995。待测层合梁按试验规定含水率低于13%,比重在0.58-0.69 g/ cm3之间。横向变化量为(cid:19)(cid:219)(cid:18)(cid:28)(cid:19)(cid:219)的叠合梁抗弯强度为74.44 MPa,抗压强度为53.36 MPa。横向变化为+ (cid:23)(cid:24)(cid:219)(cid:18) - (cid:23)(cid:24)(cid:219)的层压板抗折强度值为55.34 MPa,抗压强度为65.57 MPa。横向(cid:19)(cid:219)(cid:18)(cid:28)(cid:19)(cid:219)方向布置的变化比(cid:14)(cid:23)(cid:24)(cid:219)(cid:18) - (cid:23)(cid:24)(cid:219)方向布置的变化具有更好的抗弯强度,而在压缩试验中,(cid:14)(cid:23)(cid:24)(cid:219)方向布置的变化具有更大的试验结果。两种变体的压缩和弯曲测试结果属于不同的印度尼西亚船级局(BKI)强度等级,其中交叉变化(cid:19)(cid:219)(cid:18)(cid:28)(cid:19)(cid:219)被分类为弯曲测试的强度等级II和压缩测试的强度等级II。而交叉变化(cid:14)(cid:23)(cid:24)(cid:219)(cid:18) - (cid:23)(cid:24)(cid:219)在弯曲测试中被分类为强度等级III,在压缩测试中被分类为强度等级I。
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