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Study on the Tensile Mechanical Properties of Sympodial Bamboo Single Root

机译:Sympodial竹单根的拉伸力学性能研究

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Bamboo plays an important role as a kind of vegetation with contribution to soil and water conservation, Mechanics property of roots play a crucial role in mechanics of soil-reinforcement. In order to find the tension properties of the bamboo roots underground, the tensile experiment for the roots of four kinds of sympodial bamboo, Bambusa distegia, Dendrocalamopsis oldhami, Dendrocalamus giganteus and Chimonocalamus dumosus, was implemented in the field. The experiment employed our own portable experimental equipment for testing tensile characteristics of root. Tensile force and strain rate of roots with different diameters was tested for these four kinds of bamboo. Then, their tensile strength and elastic modulus were obtained through calculation. The experimental results show that the tensile force of sympodial bamboo root increases regularly by the power function regular the increase of the root diameter, and the tensile strength of root reduces along with the increase of root diameter by the power function. The average anti-tension of these four bamboo roots is Bambusa distegia (59.47N), Chimonocalamus dumosus(58.65N), Dendrocalamus giganteus(43.51N) and Dendrocalamopsis oldhami(40.8N), and their average tensile strength is Dendrocalamus giganteus(30.24Mpa), Bambusa distegia(23.14MPa), Dendrocalamopsis oldhami(22.83MPa) and Chimonocalamus dumosus(18.14MPa). The ultimate strain has limitation from 14% to 18%. The average elastic modulus is Dendrocalamus giganteus(169.86MPa), Bambusa distegia(166.37MPa), Dendrocalamopsis oldhami(158.36Mpa) and Chimonocalamus dumosus(135.56MPa). Compared to the four kinds of bamboo, Dendrocalamus giganteus root has the best comprehensive tensile properties. Next are Bambusa Distegia root, Dendrocalamopsis oldhami root, and Chimonocalamus dumosus root respectively. Compared with the common of Pinus tabulaeformis, Betula platyphylla, Larix gmelinii, clumping bamboo roots have better tensile mechanical properties.
机译:竹子在土壤和水资源保护贡献中发挥着重要作用,根源的力学性质在土壤加固机制中发挥着至关重要的作用。为了找到地下竹根的张力特性,在该领域实施了四种Sympodial竹子,Bambusa Steategia,Dendrocanteus和Chimonocalamus dumosus的四种Sympodial竹子的拉伸实验。实验采用我们自己的便携式实验设备,用于测试根的拉伸特性。这四种竹子测试了具有不同直径不同直径的拉伸力和应变速率。然后,通过计算获得它们的拉伸强度和弹性模量。实验结果表明,由功率函数定期增加了对称竹根的拉伸力,规则的根直径的增加,根系的拉伸强度随着功率功能的增加而减少。这四个竹根的平均抗张力为竹distegia(59.47N),香竹属dumosus(58.65N),龙竹(43.51N)和绿竹(40.8N),并且它们的平均拉伸强度为龙竹(30.24Mpa ),竹distegia(23.14MPa),绿竹(22.83MPa)和香竹属dumosus(18.14MPa)。最终的菌株为14%至18%的限制。平均弹性模量是Dendrocalamus Giganteus(169.86MPa),Bambusa Streategia(166.37MPa),Dendrocalamopsis Oldhami(158.36MPa)和Chimonocalamus Dumosus(135.56MPa)。与四种竹子相比,Dendrocalamus Giganteus Root具有最佳的综合拉伸性能。接下来是Bambusa StriTegia Root,Dendrocalamopsis Oldhami Root和Chimonocalamus Dumosus Root。与Pinus TabulaeFormis的常见相比,Betula Platyphylla,Larix Gmelinii,丛生竹根具有更好的拉伸力学性能。

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