Compressive and tensile strength of bamboo species

Handana, M A P; Surbakti, B; Harisdani, Devin Defriza; Karolina, Rahmi; Rizki, Tri

doi:10.1088/1755-1315/519/1/012026

Cited by 6 publications

(8 citation statements)

References 7 publications

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“…Pemanfaatan bambu sebagai bahan konstruksi selama ini masih bersifat sekunder seperti perancah, reng, atap, dan dinding, padahal bambu dapat digunakan sebagai pondasi, kolom, balok, lantai, dan rangka atap kuda-kuda (Fahrina & Gunawan, 2014). Penggunaan bambu untuk kepentingan konstruksi di Indonesia masih terbatas dan kurang berkembang karena masih terbatasnya pengetahuan masyarakat terhadap kekuatan bambu (Handana, Surbakti, Harisdani, Karolina, & Rizki, 2020). Menurut Handayani, Budi dan Santosa(2014), penggunaan bambu sebagai bahan konstruksi merupakan salah satu alternatif bahan konstruksi yang ramah lingkungan.…”

Section: Pendahuluanunclassified

KEKUATAN BAMBU BETUNG (Dendrocalamus asper Backer ex K.Heyne) MENAHAN GAYA NORMAL TEKANAN DAN TARIKAN

Nugroho

Bahtiar

Lelono

2022

j.penelit.has.kehutan

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Bambu merupakan salah satu hasil hutan multiguna yaitu sebagai bahan baku mebel, kerajinan, alat musik, dan konstruksi. Besarnya kekuatan tekan dan tarik bambu sudah dimanfaatkan dalam desain konstruksi, namun masih terbatas, seperti untuk kolom atau penguat beton. Penelitian ini bertujuan untuk menentukan sifat mekanis bambu betung (Dendrocalamus asper Backer ex K.Heyne,) umur empat tahun, yaitu kekuatan tekan sejajar serat, tarik sejajar serat, dan tarik tegak lurus serat, serta nilai 5% batas bawah. Ukuran contoh uji dan pengujian sifat mekanis bambu betung mengacu pada ISO 22157-2019. Pengujian tekan sejajar serat dan tarik tegak lurus serat menggunakan UTM SATEC/Baldwin, sedangkan pengujian tarik sejajar serat menggunakan UTM Chun Yen. Analisis data menggunakan aplikasi Easyfit 5,5 untuk mendapatkan nilai 5% batas bawah tiap pengujian. Rata-rata kuat tekan sejajar serat yang diperoleh yaitu sebesar 52,97 N/mm², sedangkan nilai rata-rata kuat tarik sejajar serat sebesar 109,03 N/mm². Rata-rata kuat tarik tegak lurus serat dengan ukuran lubang uji 25 dan 40 mm sebesar 2,53 dan 1,19 N/mm², sedangkan nilai rata-rata MOE tekan dan MOE tarik sejajar serat sebesar 2.674 dan 9.542 N/mm². Nilai 5% batas bawah untuk kuat tekan sejajar serat sebesar 38,10 N/mm², tarik sejajar serat sebesar 61,78 N/mm², sedangkan untuk kuat tarik tegak lurus serat sebesar 0,60 N/mm². Nilai MOE tekan dan MOE tarik sejajar serat yang diperoleh sebesar 1.105 dan 6.076 N/mm².

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Section: Pendahuluanunclassified

KEKUATAN BAMBU BETUNG (Dendrocalamus asper Backer ex K.Heyne) MENAHAN GAYA NORMAL TEKANAN DAN TARIKAN

Nugroho

Bahtiar

Lelono

2022

j.penelit.has.kehutan

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“…14,15 Research into using bamboo from African nations for building materials is gradually being conducted. 16 The detail investigation on review of sustainable and renewable green materials based on plant fiber based on bio-composites was carried out. 17 Also, a critical review on wood-based polymer composites, its processing, properties and prospects was carried out.…”

Section: Introductionmentioning

confidence: 99%

“…14,21 On an average, bamboo that has low moisture content produces a stronger compressive force than those specimens that have higher levels of moisture. 16,22 Figures 1 and 2 depicts contribution of bamboo as a continent and bamboo plant and its cross-sectional microscopic images respectively. Figure 2(a) to (f) shows the cross-section of bamboo and microscopic views of its parts at various cut sections.…”

Section: Introductionmentioning

confidence: 99%

See 1 more Smart Citation

Effect of bamboo powder on mechanical property of aluminum matrix composite reinforced with aluminum oxide, boron carbide and molybdenum disulfide

Haile,

Mengesha,

Sinha

et al. 2024

Advances in Mechanical Engineering

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Natural fiber composites offer a range of advantages, from biodegradability after the component’s lifespan little to no output of greenhouse gases and reduced pollution. These properties have made natural fiber composites popular in military, automotive, aerospace, and residential spaces. Bamboo Stem Ash Powder (BSAP) is one example of a commonly found natural fiber composite. This research looks into its effect on the physical and mechanical parameters when added to pure aluminum. The 0, 2.5, 5, 7.5, and 10 weight percent of BSAP were added in addition to the secondary reinforcements in the matrix. Parameters such as density, porosity, hardness, compressive strength, X-Ray Diffraction analysis results of BSAP/composite mixture, as well as Thermal Gravimetric Analysis (TGA) findings for the BSAP itself were all studied. The highest values of hardness 239.66 HV and compressive strength 308.32 MPa have been observed with 7.5 weight percent BSAP addition. It can be confirmed that these natural fiber composites can improve standard materials’ behavior when used correctly and can be potential candidates for many engineering applications.

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“…The objective of this study is to conduct the compressive and tensile strength of Dendrocalamus asper species by finite element analysis with ANSYS. In this study, the stress for the compression and tension test model is obtained by ANSYS, and the result is compared with the previous study that has examined the compressive and tensile strength of Bambusa vulgaris species from the eastern region of Sumatera Utara [11]. The compressive strength that will be compared in this study is the strength tested on the internode sample.…”

Section: Introductionmentioning

confidence: 99%

Finite element analysis of mechanical properties of bambusa vulgaris bamboo from eastern region of Sumatera Utara

Handana

Surbakti

Karolina

et al. 2023

J. Phys.: Conf. Ser.

Self Cite

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Indonesia is the right area to develop bamboo as a construction material because this country is a well-known bamboo producing country in the Asia-Pacific region. One of the bamboo species that can be studied is Bambusa vulgaris because this species grows in almost all parts of Indonesia. This study focused on Finite Element simulation to calculate the compressive strength and tensile strength of Bambusa vulgaris sourced from Deli Serdang, Langkat, and Sedang Bedagai district. The results of the strength obtained from the simulation will be compared with the results from the previous study with the same species and the same location, to see the reliability of the model simulation with software. From simulation results, it is found that the compressive strength is 46.70 MPa, 58.33 MPa, and 47.65 MPa. For tensile strength, the results obtained from the simulation are 194.08 MPa, 182.49 MPa, and 156.44 MPa.The difference given between the simulation result and the test results in previous studies for compressive strength is 5.38 – 10,09% and for tensile strength is 1,96 – 9,39%. This result indicates that simulation with Finite Element Analysis can provide results that are sufficiently close to a laboratory test.

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Compressive and tensile strength of bamboo species

Cited by 6 publications

References 7 publications

KEKUATAN BAMBU BETUNG (Dendrocalamus asper Backer ex K.Heyne) MENAHAN GAYA NORMAL TEKANAN DAN TARIKAN

KEKUATAN BAMBU BETUNG (Dendrocalamus asper Backer ex K.Heyne) MENAHAN GAYA NORMAL TEKANAN DAN TARIKAN

Effect of bamboo powder on mechanical property of aluminum matrix composite reinforced with aluminum oxide, boron carbide and molybdenum disulfide

Finite element analysis of mechanical properties of bambusa vulgaris bamboo from eastern region of Sumatera Utara

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