混凝土2024,Issue(7) :39-42.DOI:10.3969/j.issn.1002-3550.2024.07.008

EPS轻质混凝土的应力-应变曲线试验研究

Experimental study on stress-strain curve of EPS concrete

葛晓伟 刘剑平 宋鸽 刘朋
混凝土2024,Issue(7) :39-42.DOI:10.3969/j.issn.1002-3550.2024.07.008

EPS轻质混凝土的应力-应变曲线试验研究

Experimental study on stress-strain curve of EPS concrete

葛晓伟 1刘剑平 1宋鸽 1刘朋1
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作者信息

  • 1. 沈阳工业大学 建筑与土木工程学院,辽宁 沈阳 110870
  • 折叠

摘要

EPS(聚苯颗粒)混凝土是一种轻质、保温的新型墙体材料,通过对 3组不同密度等级的EPS混凝土试样进行轴心受压试验,分析了其破坏形态、力学性能及应力-应变曲线.结果表明:EPS混凝土的破坏过程具有一定的韧性,随着密度等级的增加,混凝土刚度上升,抵抗弹性变形能力增加、脆性增强、破坏更加迅速.EPS混凝土的轴心受压应力-应变曲线分为上升段、下降段和斜直线段,在试验研究与理论分析的基础上,通过拟合相关系数,提出了应力-应变曲线函数表达式,拟合结果与试验曲线较吻合,为EPS混凝土后续相关研究提供了参考,具有重要意义.

Abstract

EPS concrete is a new type of lightweight and thermal insulation wall material.Through the axial compression test of three groups of EPS concrete samples with different density grades,the failure morphology,mechanical properties and stress-strain curves are analyzed.The results show that the failure process of EPS concrete has a certain toughness.With the increase of density grade,the concrete stiffness increases,the resistance to elastic deformation increases,the brittleness increases,and the failure is more rapid.The stress-strain curve of EPS concrete under axial compression is divided into ascending segment,descending segment and oblique straight segment.On the basis of experimental research and theoretical analysis,the stress-strain curve function expression is proposed by fitting the correlation coefficient.The fitting result is in good agreement with the test curve,which provides a reference for the subsequent relevant research of EPS concrete and is of great significance.

关键词

EPS混凝土/轴心受压/破坏形态/应力-应变曲线/拟合

Key words

EPS concrete/axial compression/failure mode/stress-strain curve/fitting

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基金项目

国家自然科学基金面上项目(51974060)

辽宁省重大科技专项(2020JH1/10300005)

出版年

2024
混凝土
中国建筑东北设计研究院有限公司

混凝土

CSTPCD北大核心
影响因子:0.844
ISSN:1002-3550
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