3D打印混凝土界面力学行为及其对材料弹性常数影响的数值分析

硅酸盐通报 ›› 2024, Vol. 43 ›› Issue (5): 1713-1722.

• “3D 打印无机非金属材料”专题(II) • 上一篇下一篇

3D打印混凝土界面力学行为及其对材料弹性常数影响的数值分析

陈朝晖^1,2, 格茸汪堆¹, 王鹏飞¹, 张小月^1,2, 张志刚^1,2, 廖旻懋^1,2

1.重庆大学土木工程学院,重庆 400045;
2.山地城镇建设与新技术教育部重点试验室(重庆大学),重庆 400045

收稿日期:2023-12-27 修订日期:2024-03-28 出版日期:2024-05-15 发布日期:2024-06-06
通信作者: 廖旻懋,博士,副教授。E-mail:liaom@cqu.edu.cn
作者简介:陈朝晖(1968—),女,博士,教授。主要从事3D打印混凝土结构设计方法的研究。E-mail:zhaohuic@cqu.edu.cn
基金资助:
“十四五”国家重点研发计划(2021YFF0500804)

Numerical Analysis of 3DPC Interface Machanical Performance and Its Influence on Material Elastic Constants

CHEN Zhaohui^1,2, GERONG Wangdui¹, WANG Pengfei¹, ZHANG Xiaoyue^1,2, ZHANG Zhigang^1,2, LIAO Minmao^1,2

1. School of Civil Engineering, Chongqing University, Chongqing 400045, China;
2. Key Laboratory of New Technology for Construction of Cities in Mountain Area (Chongqing University), China Ministry of Education, Chongqing 400045, China

Received:2023-12-27 Revised:2024-03-28 Online:2024-05-15 Published:2024-06-06

摘要/Abstract

摘要： 应用复合材料细观力学分析理论,提出了基于界面模型的3D打印混凝土(3DPC)各向异性数值模拟方法,定量揭示了层、条界面力学行为及其对3DPC各向异性弹性常数的影响规律。采用界面单元和连续体单元相结合,模拟界面滑移开裂行为与基体的力学性能,设计单轴压缩、劈拉、十字交叉拉伸和斜剪试验确定模型所需参数及相应取值范围。结果表明:界面拉伸和剪切张力-位移曲线均呈双线性特征,条间界面强度总体高于层间;界面剪切行为在两个剪切主方向上无显著差异;条间和层间弹性模量对整体弹性模量具有线性影响,对整体泊松比具有指数函数影响,条间和层间界面剪切模量对整体剪切模量具有综合影响。

关键词: 3D打印混凝土, 界面性能, 各向异性弹性, 本构关系, 内聚力模型

Abstract: A numerical simulation method for anisotropy of 3D printed concrete (3DPC) based on interface model was proposed by applying micromechanics theory of composite materials. This method quantitatively revealed the mechanical behavior of layer/filament interface and its influence on anisotropic elastic constants of 3DPC. By combining interface elements and continuum elements, the interface sliding-cracking behavior and mechanical properties of printed filament were simulated. Uniaxial compression, splitting tension, cross-bonded tension, and inclined shear tests were designed to determine the parameters and corresponding ranges required for model. The research shows that the interface tensile and shear traction-separation curves exhibit a bilinear characteristic, and the strength of filament interface is generally higher than that of layer interface. There is no significant difference in shear behavior in two shear principal directions. The elastic modulus between filament and layer has a linear impact on overall elastic modulus and has an exponential impact on Poisson’s ratio. The shear modulus between filament and layer has a comprehensive impact on overall shear modulus.

Key words: 3D printed concrete, interface performance, anisotropic elasticity, constitutive model, cohesive zone model

中图分类号:

TU501

陈朝晖, 格茸汪堆, 王鹏飞, 张小月, 张志刚, 廖旻懋. 3D打印混凝土界面力学行为及其对材料弹性常数影响的数值分析[J]. 硅酸盐通报, 2024, 43(5): 1713-1722.

CHEN Zhaohui, GERONG Wangdui, WANG Pengfei, ZHANG Xiaoyue, ZHANG Zhigang, LIAO Minmao. Numerical Analysis of 3DPC Interface Machanical Performance and Its Influence on Material Elastic Constants[J]. BULLETIN OF THE CHINESE CERAMIC SOCIETY, 2024, 43(5): 1713-1722.

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3D打印混凝土界面力学行为及其对材料弹性常数影响的数值分析

Numerical Analysis of 3DPC Interface Machanical Performance and Its Influence on Material Elastic Constants

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