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硅酸盐通报 ›› 2023, Vol. 42 ›› Issue (7): 2458-2471.

所属专题: 资源综合利用

• 资源综合利用 • 上一篇    下一篇

GFRP布被动约束标准煤矸石混凝土圆柱轴压性能细观模拟

李庆文1,2, 禹萌萌1, 刘艺伟1, 曹行1,3, 高森林1, 聂帆帆1, 李玲1   

  1. 1.辽宁工业大学土木建筑工程学院,锦州 121001;
    2.辽宁工程技术大学土木工程学院,阜新 123000;
    3.重庆交通大学土木工程学院,重庆 400074
  • 收稿日期:2023-02-20 修订日期:2023-04-21 出版日期:2023-07-15 发布日期:2023-07-25
  • 作者简介:李庆文(1987—),男,博士,讲师。主要从事岩石力学、新材料与新型组合结构及离散元-有限差分耦合细观模拟的研究。E-mail:lgjzlqw@163.com
  • 基金资助:
    国家自然科学基金 (51774166);辽宁省自然科学基金面上项目(2023-MS-298);辽宁省博士科研启动基金 (2019-BS-120);辽宁省自然科学基金指导项目(20180550297)

Mesoscopic Simulation on Axial Compression Performance of Standard Coal Gangue Concrete Circular-Columns Confined by GFRP Sheet

LI Qingwen1,2, YU Mengmeng1, LIU Yiwei1, CAO Hang1,3, GAO Senlin1, NIE Fanfan1, LI Ling1   

  1. 1. School of Civil Engineering, Liaoning University of Technology, Jinzhou 121001, China;
    2. School of Civil Engineering, Liaoning Technical University, Fuxin 123000, China;
    3. School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China
  • Received:2023-02-20 Revised:2023-04-21 Online:2023-07-15 Published:2023-07-25

摘要: 为研究细观模型的有效性,利用三维PFC-FLAC耦合方法构建玻璃纤维增强复合材料(GFRP)布约束煤矸石混凝土圆柱的细观连续-非连续耦合模型。通过已有试验数据验证了该模型的有效性,并在此基础上开展了0、2、4层GFRP布对煤矸石混凝土圆柱的轴压性能、破坏模式及吸能特性的影响研究。结果表明:建立的细观模型精度较高;煤矸石混凝土圆柱的极限破坏强度随GFRP层数增加而逐渐增大,能量吸收效率和体积比吸收能也均有相同的变化趋势,但存在增大比例减小的问题。从应力-应变曲线延性特征、峰值强度、破坏模式、总能量密度变化、能量吸收效率及体积比吸收能等六个方面综合考虑,兼顾经济成本与缠绕水平原则,确定GFRP布层数增加可以增强煤矸石混凝土圆柱的轴压性能。

关键词: 煤矸石混凝土圆柱, GFRP布, 被动约束, PFC-FLAC耦合方法, 能量吸收效率, 比吸收能

Abstract: In order to study the effectiveness of the mesoscopic model, a mesoscopic continuous-discontinuous coupling model of coal gangue concrete circular-columns confined by glass fiber reinforced composite (GFRP) sheet was established by three-dimensional PFC-FLAC coupling method. The validity of the model was verified by experimental data. On this basis, the effects of 0, 2 and 4 layers of GFRP sheet on the axial compression performance, failure mode and energy absorption characteristics of coal gangue concrete circular-columns were studied. The results show that the established mesoscopic model has high accuracy. The ultimate failure strength of coal gangue concrete circular-columns increases with the increase of GFRP sheet layers. The energy absorption efficiency and volume specific energy absorption also increase with the increase of GFRP layers, but the proportion of increase decreases. The ductility characteristics of stress-strain curves, peak strength, failure mode, total energy density change, energy absorption efficiency and volume specific energy absorption of coal gangue concrete circular-columns are considered comprehensively, and the increasing layers can enhance the axial compression performance of the coal gangue concrete circular-columns, taking into account the principles of economic cost and winding level.

Key words: coal gangue concrete circular-column, GFRP sheet, passive confinement, PFC-FLAC coupling method, energy absorption efficiency, specific energy absorption

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