高温前后再生砖骨料地聚物混凝土受压本构模型
Constitutive model of recycled brick aggregate geopolymer concrete under compression before and after elevated temperature
王怀亮 1欧睿1
作者信息
- 1. 广西大学 土木建筑工程学院,南宁 530004;广西大学 工程防灾与结构安全教育部重点实验室,南宁 530004
- 折叠
摘要
再生砖骨料地聚物混凝土(RBGC)是一种极具潜力的可持续建筑材料,但高温前后RBGC性能的相关研究较少.本文首先探究了胶凝材料用量和粗骨料类型对地聚物混凝土轴压本构模型的影响,发现随着胶凝材料的增加,RBGC抗压强度、劈拉强度、弹性模量和峰值压应变的变化幅度均小于普通骨料地聚物混凝土(NAGC),RBGC的应力-应变曲线上升段线性段更长,下降段应力下降速度更快.其次研究了高温后RBGC和NAGC的力学性能,800℃时,RBGC强度和刚度损失分别比NAGC小 22.1%和 18.3%,发现RBGC表现出更好的耐高温性能,两种混凝土力学性能指标的计算应采用不同的模型.这是由于砖骨料温度膨胀系数接近地聚物砂浆,且高温下RBGC内部温度梯度小.最后,通过修正下降段形状参数,确定了高温前后RBGC和NAGC的应力-应变关系模型,模型与试验结果吻合较好.
Abstract
Recycled brick aggregate geopolymer concrete(RBGC)is a sustainable building material with great potential,but there are few studies on the performance of RBGC before and after high temperatures.Firstly,the influence of the amount of cementitious material and the type of coarse aggregate on the axial compression constitutive model of geopolymer concrete was explored.It is found that with the increase of cementitious material,the compressive strength,split tensile strength,elastic modulus and peak compressive strength of RBGC decrease.The change amplitude of strain is smaller than that of ordinary aggregate geopolymer concrete(NAGC).The linear section of the rising section of the stress-strain curve of RBGC is longer,and the stress decreases faster in the falling section.Secondly,the mechanical properties of RBGC and NAGC after high temperature were studied.At 800℃,the strength and stiffness loss of RBGC are 22.1%and 18.3%smaller than that of NAGC respectively.And it is found that RBGC shows better high temperature resistance,and different models should be used to calculate the mechanical performance indicators of the two concretes.This is because the temperature expansion coefficient of brick aggregate is close to that of geopolymer mortar,and the internal temperature gradient of RBGC is small at high temperatures.Finally,by correcting the shape parameters of the descending section,the stress-strain relationship model of RBGC and NAGC before and after high temperature is determined,and the model is in good agreement with the test results.
关键词
再生砖骨料/地聚物混凝土/高温/应力-应变曲线/本构模型Key words
recycled brick aggregate/geopolymer concrete/elevated temperature/stress-strain curve/con-stitutive model引用本文复制引用
基金项目
国家自然科学基金(5176800352368027)
广西自然科学基金(2017GXNSFAA198360)
出版年
2024
NETL
NSTL
万方数据