玻璃纤维增强硫铝酸盐水泥拉压本构方程研究

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发布时间：2020-01-06 00:00:00

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玻璃纤维增强硫铝酸盐水泥拉压本构方程研究

Study on Constitutive Equation of the Glass Fiber Reinforced Sulpho- aluminate Cement Under Tensile and Compression Circums

２０19年第9期

玻璃纤维增强水泥（GRC）；本构方程；快硬硫铝酸盐水泥；单轴拉伸；单轴压缩

Glass fiber reinforced cement(GRC); Constitutive equation; Rapid hardening sulphoaluminate cement; Uniaxial tension test; Uniaxi

２０19年第9期

10.19761/j.1000-4637.2019.09.054.06

国家重点研发计划项目（2018YFD1101004）。

孙诗兵1，司国栋1，吕锋1，陈铁标2，田英良1

1.北京工业大学材料科学与工程学院，1001242；2.中科巨匠建筑科技有限公司，北京 102211

孙诗兵1，司国栋1，吕锋1，陈铁标2，田英良1

孙诗兵,司国栋,吕锋,等.玻璃纤维增强硫铝酸盐水泥拉压本构方程研究[J].混凝土与水泥制品,2019(9):54-59.

SUN S B,SI G D,LYU F,et al.Study on Constitutive Equation of the Glass Fiber Reinforced Sulphoaluminate Cement Under Tensile and Compression Circumstances[J].China Concrete and Cement Products,2019(9):54-59.

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摘要：以耐碱玻璃纤维作为增强材料，以快硬硫铝酸盐水泥为胶凝材料，制备了不同玻璃纤维掺量的玻璃纤维增强水泥（GRC）。通过单轴拉伸试验、单轴压缩试验研究了玻璃纤维掺量对拉压应力-应变曲线的影响，建立了GRC的拉压本构方程。GRC在拉、压状态下具有不同的本构方程形式，且弹性阶段拉压的弹性模量不同。拉伸时，弹性变形阶段的弹性模量E1几乎不受纤维掺量的影响。玻璃纤维掺量大于2%的GRC本构方程特征参数E2（塑性变形阶段单位应变变化的应力变化）、σ0随玻璃纤维掺量增加而增大。压缩时，压缩弹性模量E′随着玻璃纤维的含量增加先增加后减小，3%玻璃纤维时弹性模量E′达到最大值。 Abstract: Glass fiber (GR) reinforced cement (GRC) with different GR contents were prepared. The alkali-resistant GR was used as reinforcement, and the rapid hardening sulphoaluminate cement was applied as binding materials. By the investigation of strain-stress curves induced by GR contents under tensile and compression circumstances, the constitutive equation (CE) of GRC was built. The results show that the formats of these CEs are different, and the elastic modulus E1 in elastic deformation stage of the elastic phase is also different. During the tensile tests, E1 of GRC is rarely affected by the GR contents. When the GR contents is higher than 2%, the constitutive parameter E2 and σ0 enhance with the increasing amounts of GR. During the compression tests, the elastic modulus E′ is increased first and then decreased with the growing addition of GR, and reached the maximum value at 3% GR incorporation.

英文名 : Study on Constitutive Equation of the Glass Fiber Reinforced Sulpho- aluminate Cement Under Tensile and Compression Circums

刊期 : ２０19年第9期

关键词 : 玻璃纤维增强水泥（GRC）；本构方程；快硬硫铝酸盐水泥；单轴拉伸；单轴压缩

Key words : Glass fiber reinforced cement(GRC); Constitutive equation; Rapid hardening sulphoaluminate cement; Uniaxial tension test; Uniaxi

刊期 : ２０19年第9期

DOI : 10.19761/j.1000-4637.2019.09.054.06

文章编号 :

基金项目 : 国家重点研发计划项目（2018YFD1101004）。

作者 : 孙诗兵1，司国栋1，吕锋1，陈铁标2，田英良1

单位 : 1.北京工业大学材料科学与工程学院，1001242；2.中科巨匠建筑科技有限公司，北京 102211

孙诗兵1，司国栋1，吕锋1，陈铁标2，田英良1

孙诗兵,司国栋,吕锋,等.玻璃纤维增强硫铝酸盐水泥拉压本构方程研究[J].混凝土与水泥制品,2019(9):54-59.

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摘要

参数

结论

参考文献

引用本文

摘要：以耐碱玻璃纤维作为增强材料，以快硬硫铝酸盐水泥为胶凝材料，制备了不同玻璃纤维掺量的玻璃纤维增强水泥（GRC）。通过单轴拉伸试验、单轴压缩试验研究了玻璃纤维掺量对拉压应力-应变曲线的影响，建立了GRC的拉压本构方程。GRC在拉、压状态下具有不同的本构方程形式，且弹性阶段拉压的弹性模量不同。拉伸时，弹性变形阶段的弹性模量E1几乎不受纤维掺量的影响。玻璃纤维掺量大于2%的GRC本构方程特征参数E2（塑性变形阶段单位应变变化的应力变化）、σ0随玻璃纤维掺量增加而增大。压缩时，压缩弹性模量E′随着玻璃纤维的含量增加先增加后减小，3%玻璃纤维时弹性模量E′达到最大值。
Abstract: Glass fiber (GR) reinforced cement (GRC) with different GR contents were prepared. The alkali-resistant GR was used as reinforcement, and the rapid hardening sulphoaluminate cement was applied as binding materials. By the investigation of strain-stress curves induced by GR contents under tensile and compression circumstances, the constitutive equation (CE) of GRC was built. The results show that the formats of these CEs are different, and the elastic modulus E1 in elastic deformation stage of the elastic phase is also different. During the tensile tests, E1 of GRC is rarely affected by the GR contents. When the GR contents is higher than 2%, the constitutive parameter E2 and σ0 enhance with the increasing amounts of GR. During the compression tests, the elastic modulus E′ is increased first and then decreased with the growing addition of GR, and reached the maximum value at 3% GR incorporation.

关键词:

玻璃纤维增强水泥（GRC）；本构方程；快硬硫铝酸盐水泥；单轴拉伸；单轴压缩

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[1] ENFEDAQUE A,ALBERTI M G,Gálvez J C,et al.Numerical simula tion of the fracture behaviour of glass fibre reinforced cement[J].Construction & Building Materials,2017,136:108-117.
[2] 刘志成,崔琪,李清海.玻璃纤维增强水泥(GRC)研究与发展综述[J].中国建材科技,2015,24(3):41-44.
[3] 沈荣熹,崔琪,李清海.新型纤维增强水泥基复合材料[M]. 北京:中国建材工业出版社, 2004.
[4] 龙文志.GRC成就建筑幕墙和屋面艺术之美[J].建筑技术, 2014,45(10):870-880.
[5] 邹用军,姚井祥.建筑外墙装饰板-GRC幕墙板及其应用[J].绿色环保建材,2018(1):176-177.
[6] 高鸣.轻型GRC幕墙板在南京青奥会议中心工程中的应用[J].建筑技艺,2014(8):122-125.
[7] 陈慧发.土木工程材料的本构方程[M].武汉:华中理工大学出版社,2001.
[8] JONES G.Practical-Design-Guide-for-GRC[M]. International GRCA Technical Committee,2018.
[9] 雷新忠.《玻璃纤维增强水泥(GRC)建筑应用技术规程》编制技术要点探讨[C].2015国际装饰混凝土技术与应用大会,2015.
[10] 雷新忠.高性能GRC幕墙板设计应用[J].混凝土世界, 2009(4):34-38.
[11] HANUMA K,RAO C B K.et al.Effect of graded fibers on stress strain behaviour of Glass Fiber Reinforced Concrete in tension [J].Construction & Building Materials,2018,183:592-604.
[12] 公成旭,张君.高韧性纤维增强水泥基复合材料的抗拉性能[J].水利学报,2008,39(3):361-366.
[13] 过镇海,张秀琴,张达成,等.混凝土应力-应变全曲线的试验研究[J].建筑结构学报,1982(1):1-12.
[14] 李鱼飞,王震宏,张林英,等.热压缩V-5Cr-5Ti合金的Arrhenius本构方程和动态再结晶行为[J].Transactions of Non ferrous Metals Society of China,2015(6):1889-1900.
[15] 过镇海.混凝土的强度和变形:试验基础和本构关系[M]. 北京:清华大学出版社,1997.
[16] 何晓婷.拉压不同模量弹性结构的非线性力学行为研究[D].重庆:重庆大学,2007.
[17] 王志祥.基于拉压不同模量理论功能梯度梁的解析解[D]. 重庆:重庆大学,2015.
[18] MOHAMMADLOU H B,TOUSSI H E.Exact stress and deforma tion analysis in elastoplastic Ramberg-Osgood beam[J]. Aerospace Science & Technology, 2016, 58:618-628.
[19] ENFEDAQUE A, Cendón D, Gálvez F, et al. Analysis of glass fiber reinforced cement (GRC) fracture surfaces[J].Construction & Building Materials,2010,24(7):1302-1308.
[20] MOBASHER B,DEY V,COHEN Z,et al.Correlation of constitutive response of hybrid textile reinforced concrete from tensile and flexural tests[J].Cement & Concrete Composites,2014,53:148-161.
[21] 刘会勋.二向应力状态下早龄期C20混凝土的破坏准则和本构关系试验研究[D].天津:天津大学,2009.
[22] 张允真,王志锋.不同拉压模量弹性力学问题的有限元法[J].南昌工程学院学报,1989(1):236-246.

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玻璃纤维增强硫铝酸盐水泥拉压本构方程研究

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