聚乙烯固体的弯曲变形

IF 3.5 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY
Koh-hei Nitta, Sakina Tatsuta
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引用次数: 0

摘要

梁和板三点弯曲试验得到的模量明显高于拉伸杨氏模量。对于梁试件,在弯曲试件的内区观察到体积压缩模式,而在外区观察到单轴拉伸模式。梁弯曲中的弯曲模量可以使用双模模型来确定,其中最内层和最外层的模量分别代表体积模量和拉伸模量。另一方面,板在弯曲过程中产生条形双轴变形,弯曲模量由圆柱形变形获得。影响两个试件抗弯模量的主要因素是泊松比。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Bending deformation of polyethylene solid

Bending deformation of polyethylene solid
The moduli obtained from the three-point bending tests for beam and plate specimens are apparently higher than the tensile Young’s modulus. For the beam specimen, a volumetric compression mode is observed in the inner zone of the bent specimen, whereas a uniaxial tension mode is observed in the outer zone. The flexural modulus in beam bending can be determined using the bimodular model, where the moduli of the innermost and outermost layers represent the bulk and tensile moduli, respectively. On the other hand, plate bending results in a strip-biaxial deformation during bending, with the bending modulus obtained from the cylindrical deformation. The principal factor influencing the flexural moduli of both specimens is the Poisson’s ratio.
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来源期刊
Forces in mechanics
Forces in mechanics Mechanics of Materials
CiteScore
3.50
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0.00%
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52 days
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