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毛竹圆竹基础力学性能

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[目的]为促进毛竹圆竹在房屋建筑、岩土地基、道路桥梁等方面的应用,需要提供毛竹圆竹部件在工程中有可靠的使用依据,而系统阐述毛竹圆竹基础力学性能是推广毛竹圆竹结构材料的重要研究工作。[方法]以毛竹圆竹为原材料,依据LY/T 2564-2015 测定毛竹圆竹的顺纹抗剪强度、顺纹抗压强度、顺纹抗拉强度、环刚度以及抗弯强度并分析对应的荷载-位移曲线,选取抗弯强度试件进行三维非接触式-高精度全场应变实时监测。[结果]毛竹圆竹顺纹抗剪强度为 27。36 MPa,顺纹抗压强度为 56。67 MPa,顺纹抗拉强度为141。46 MPa,环刚度为 104。74 N/mm2,抗弯强度为 133。31 MPa;毛竹圆竹的顺纹抗剪承载力、顺纹抗压承载力和环刚度均与直径呈正相关,直径在70~90 mm范围内,上述承载力均随毛竹圆竹直径增大而增大;毛竹圆竹的顺纹抗剪强度、顺纹抗压强度、环刚度和抗弯强度在试验加载过程中试件均出现较明显的开裂或变形后持续加载才丧失承载力;通过DIC记录毛竹圆竹达到破坏荷载时的位移从下部到上部逐渐减少,从2。564 mm减少到2。269 mm;毛竹圆竹抗弯强度的应变场数量级峰值下部为-163。904×105 微应变,上部为 152。417×105 微应变,结构破坏呈现上部压应力和下部拉应力同时且近似相同的增长。[结论]试验表明,中空的毛竹圆竹具有较高的承载力,并且随着毛竹圆竹的直径增大承载力有所增大,从荷载-位移曲线可以看出毛竹圆竹具有一定的塑性变形能力,在实际应用中具有很好的破坏表现。
The mechanical properties of round culm in Phyllostachys pubescens
[Objective]In order to promote the application of Phyllostachys pubescen in buildings,roads,bridges and geotechnical foundations,it is necessary to provide reliable use basis of P.pubescens components in engineering.Systematically elaborating the mechanical properties of P.pubescens is an important basic work for popularizing its structural materials.[Method]Taking P.pubescens as raw material,the longitudinal shear strength,compressive strength,tensile strength,ring stiffness and bending strength of P.pubescens were measured according to LY/T 2564-2015,and the corresponding load-displacement curves were analyzed.The bending strength specimens were selected for three-dimensional non-contact and high-precision full-field strain real-time monitoring.[Result]The shear strength,compressive strength,tensile strength,ring stiffness and bending strength of P.pubescens were 27.36 MPa,56.67 MPa,141.46 MPa,104.74 N/mm2 and 133.31 MPa;The shear bearing capacity,compressive bearing capacity and ring stiffness were positively correlated with the diameter,which was in the range of 70-90 mm,and the above bearing capacity increased with the increase of the diameter.The longitudinal shear strength,longitudinal compressive strength,ring stiffness and bending strength of the samples all showed obvious cracking or deformation during the experimental loading process,and then the bearing capacity was lost after continuous loading.DIC recorded that the displacement of P.pubescens when it reached the failure load gradually decreased from the lower part to the upper part,from 2.564 mm to 2.269 mm;The micro-strain in the lower part was-163.904×105,and the micro-strain in the upper part was 152.417×105.The structural failure showed that the upper compressive stress and the lower tensile stress increased at the same time and approximately the same.[Conclusion]Experiments show that the hollow P.pubescens has a high bearing capacity,and with the increase of the diameter of P.pubescens bearing capacity increased,from the load-displacement curve can be seen that P.pubescens has a certain degree of plastic deformation capacity,in the practical application of the destruction of the performance of a very good.

Phyllostachys pubescensload-displacement curvestress-strainDIC

曹振华、刘元、苌姗姗、李婷、刘贡钢、柏元娟、廖媛媛、胡进波、刘敬盛

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中南林业科技大学 材料科学与工程学院,湖南 长沙 410004

湖南桃花江竹材科技股份有限公司,湖南 桃江 413400

广东豪德数控装备股份有限公司,广东 佛山 528300

圆竹 荷载-位移曲线 应力-应变 DIC

湖南省水利科技项目湖南省重点研发计划项目

XSKJ2023059-332020WK2018

2024

中南林业科技大学学报
中南林业科技大学

中南林业科技大学学报

CSTPCD北大核心
影响因子:1.442
ISSN:1673-923X
年,卷(期):2024.44(8)