首页|EPS轻质混凝土的应力-应变曲线试验研究

EPS轻质混凝土的应力-应变曲线试验研究

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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.
Experimental study on stress-strain curve of EPS concrete
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.

EPS concreteaxial compressionfailure modestress-strain curvefitting

葛晓伟、刘剑平、宋鸽、刘朋

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沈阳工业大学 建筑与土木工程学院,辽宁 沈阳 110870

EPS混凝土 轴心受压 破坏形态 应力-应变曲线 拟合

国家自然科学基金面上项目辽宁省重大科技专项

519740602020JH1/10300005

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
年,卷(期):2024.(7)