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内嵌管板式六边折纹吸能构件吸能特性研究

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针对冲击地压支护中现有吸能构件承载力与稳定性不足的问题,本文提出一种新型内嵌管板式六边折纹吸能构件,建立新型吸能构件模型并与现有方形吸能构件进行对比,分析其力学特性.结果表明:二者在相同壁厚的情况下,内嵌管板式六边折纹构件的压缩荷载极值、压缩荷载平均值和总吸能均出现较大提升,且荷载缓冲指数降低14.5%;在新型吸能构件高度不变情况下,构件内部六边形管尺寸越小,压缩荷载极值、压缩荷载平均值和总吸能越大,但边长为60 mm时荷载缓冲指数最小;在新型吸能构件高度不变情况下,壁厚越大,压缩荷载极值、压缩荷载平均值、总吸能越大,但壁厚为 8mm 时荷载缓冲指数最小.通过分析不同尺寸和壁厚,得出边长为60 mm、壁厚为8mm时,吸能效果达到最佳,为吸能构件的研究提供了新思路.
Study on the Energy Absorption Characteristics of the Embedded Plate Hexagonal Corrugated Energy-Absorbing Component
A novel hexagonal corrugated energy-absorbing element with an embedded tube plate design was proposed to address the issues of insufficient load-bearing capacity and stability in existing energy-absorbing elements used in impact ground pressure support.A model of the novel energy-absorbing element was established and compared with an existing square energy-absorbing element to analyze their mechanical properties.The results showed that,with the same wall thickness,the new embedded tube plate hexagonal corrugated element exhibited significant improvements in peak compressive load,average compressive load,and total energy absorption,while reducing the load buffer index by 14.5%.With the height of the novel energy-absorbing element kept constant,smaller hexagonal tube sizes within the element led to larger peak compressive load,average compressive load,and total energy absorption.However,a side length of 60 mm resulted in the lowest load buffer index.Similarly,with the height of the novel energy-absorbing element kept constant,thicker walls resulted in larger peak compressive load,average compressive load,and total energy absorption,but a wall thickness of 8 mm led to the lowest load buffer index.By analyzing different sizes and wall thicknesses,it was concluded that a side length of 60 mm and wall thickness of 8 mm achieved optimal energy absorption,providing new insights for the study of energy-absorbing elements.

pre-folded square patternenergy-absorbing componentmechanical propertiesenergy absorption indicatorsnumerical simulation

许海亮、郑鑫雷、刘玉欣

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北方工业大学 土木工程学院,北京 100144

方形预折纹 吸能构件 力学特性 吸能指标 数值模拟

2024

北方工业大学学报
北方工业大学

北方工业大学学报

影响因子:0.368
ISSN:1001-5477
年,卷(期):2024.36(4)