再生骨料混凝土横向变形系数及预测模型

赵木子; 徐成彦; 王玉银; 耿悦; 龚超

doi:10.13204/j.gyjzG23051513

再生骨料混凝土横向变形系数及预测模型

doi: 10.13204/j.gyjzG23051513

赵木子^1,2,
徐成彦¹,
王玉银^3,4, ,,
耿悦^3,4,5,
龚超²

1. 哈尔滨工业大学(深圳)材料科学与工程学院, 广东深圳 518055;
2. 中冶建筑研究总院(深圳)有限公司, 广东深圳 518055;
3. 哈尔滨工业大学结构工程灾变与控制教育部重点实验室, 哈尔滨 150090;
4. 哈尔滨工业大学土木工程学院, 哈尔滨 150090;
5. 广东省现代土木工程技术重点实验室, 广州 510641

基金项目:

广东省现代土木工程技术重点实验室资助项目（2021B1212040003）；中国五矿科技专项计划项目（2022ZXA05）；中国五矿集团有限公司"应用基础研究"科技专项计划项目（2019ZXB07）。

详细信息

作者简介:
赵木子,男,1992年出生,博士,工程师,zhaomuzijoe@163.com。

通讯作者:
王玉银,男,1975年出生,博士,教授,wangyuyin@hit.edu.cn。

计量
- 文章访问数: 41
- HTML全文浏览量: 9
- PDF下载量: 0
- 被引次数: 0
出版历程
- 收稿日期: 2023-05-15
- 网络出版日期: 2023-12-18

Dilation Ratio and Modeling of Recycled Aggregate Concrete

ZHAO Muzi^1,2,
XU Chengyan¹,
WANG Yuyin^{3,4
, ,},
GENG Yue^3,4,5,
GONG Chao²

1. School of Materials Science and Engineering, Harbin Institute of Technology (Shenzhen), Shenzhen 518055, China;
2. Central Research Institute of Building and Construction (Shenzhen) Co., Ltd., MCC Group, Shenzhen 518055, China;
3. Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, China;
4. School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China;
5. Guangdong Provincial Key Laboratory of Modern Civil Engineering Technology, Guangzhou 510641, China

摘要

摘要: 为研究再生骨料的掺入对混凝土横向变形性能的影响，以再生骨料取代率及混凝土水灰比为主要参数，对14组共计42个150 mm×150 mm×300 mm的棱柱体试块进行轴压试验研究，量化了不同水灰比下取代率对横向变形系数的影响。基于两相复合材料理论，推导建立了可考虑不同水灰比下再生骨料影响差异的横向变形系数预测模型，并将模型预测结果与试验结果进行对比，验证了预测模型的可靠性。研究表明，再生粗、细骨料对横向变形系数耦合影响显著，且该影响随水灰比的提高而增大；所提模型预测结果与试验数据之比的平均值为1.000，变异系数为0.250。
- 再生细骨料 /
- 再生粗骨料 /
- 横向变形系数 /
- 水灰比 /
- 两相复合材料理论
Abstract: To investigate the influence of recycled aggregate incorporation on the dilation behavior of concrete, the paper conducted the compressive tests for 14 groups of 150 mm×150 mm×300 mm prisms (totally 42 specimens) with different coarse recycled aggregate (CRA) and fine recycled aggregate (FRA) replacement ratios and water-cement ratios (w/c), and then quantified the influence of recycled aggregate (RA) replacement ratio on the dilation ratio of concrete with different w/c. Based on two-phase composite material theory, a new dilation ratio prediction model for RAC was proposed, which could consider the difference of replacement ratio influence with different w/c. The proposed model was benchmarked against the available test data. It was found that the CRA and FRA had a significant compounding effect on dilation ratio, which could be amplified by the increasing w/c ratio;the mean value and coefficient of variation (COV) for the ratio of predictions by proposed model to the available test results were 1.000 and 0.250, respectively.
- fine recycled aggregate /
- coarse recycled aggregate /
- dilation ratio /
- water-cement ratio /
- two-phase composite material theory

HTML全文

参考文献(26)

[1]	葛智,刘相阳,李秋义,等. 再生细骨料自密实混凝土性能研究[J].建筑结构,2019,49(增刊1):672-676.
[2]	PEDRO D, DE BRITO J, EVANGELISTA L. Structural concrete with simultaneous incorporation of fine and coarse recycled concrete aggregates, mechanical, durability and long-term properties[J]. Construction and Building Materials, 2017(154):294-309.
[3]	赵木子,杨华,王玉银,等. 考虑基体混凝土水灰比影响的再生骨料混凝土徐变模型[J]. 建筑结构学报, 2020,41(12):148-154.
[4]	GENG Y, ZHAO M Z, YANG H, WANG Y Y. Creep model of concrete with recycled coarse and fine aggregates that accounts for creep development trend difference between recycled and natural aggregate concrete[J]. Cement and Concrete Composites, 2019,103:303-317.
[5]	ZHAO M Z, GENG Y, WANG Y Y, et al. Compounding effect and an expanded theoretical model for recycled coarse and fine aggregate concretes under uniaxial loading[J/OL]. Construction and Building Materials, 2022,320[2023-05-15]. https://doi.org/10.1016/j.conbuildmat.2021.126226.
[6]	张锋剑,白国良, 刘超, 等.加掺粉煤灰再生混凝土柱受压性能试验研究[J]. 建筑结构学报, 2016, 37(增刊2):30-35.
[7]	KOU S C, POON C S, CHAN D. Influence of fly ash as cement replacement on the properties of recycled aggregate concrete[J]. Journal of Materials in Civil Engineering,2007, 19(9):709-717.
[8]	吴耀鹏,姜磊,张旭,等. 大掺量粉煤灰再生混凝土高温后抗冲击性能与抗渗性研究[J]. 建筑结构学报, 2022, 43(4):124-133.
[9]	EVANGELISTA L, GUEDES M, DE BRITO J, et al. Physical, chemical and mineralogical properties of fine recycled aggregates made from concrete waste[J]. Construction and Building Materials,2015,86:178-188.
[10]	赵木子, 王玉银, 耿悦. 基于复合材料理论的再生混凝土峰值应变模型[J]. 建筑结构学报, 2022, 25(11):1168-1176.
[11]	BELÉN G F, FERNANDO M A, et al. Stress-strain relationship in axial compression for concrete using recycled saturated coarse aggregate[J]. Construction and Building Materials, 2011(25):2335-2342.
[12]	ZHOU C H, CHEN Z P. Mechanical properties of recycled concrete made with different types of coarse aggregate[J]. Construction and Building Materials, 2017,134:497-506.
[13]	HUDA S B, ALAM M S. Mechanical and freeze-thaw durability properties of recycled aggregate concrete made with recycled coarse aggregate[J/OL]. Journal of Materials in Civil Engineering, 2015,27(10)[2023-05-15]. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001237.
[14]	CARNEIRO J A, LIMA P R L, LEITE M B, et al. Compressive stress-strain behavior of steel fiber reinforced-recycled aggregate concrete[J]. Cement & Concrete Composites, 2014,46:65-72.
[15]	AJDUKIEWICZ A, KLISZCZEWICZ A. Influence of recycled aggregates on mechanical properties of HS/HPC[J]. Cement and Concrete Composites, 2002, 24(2):269-279.
[16]	HUDA S B, ALAM M S. Mechanical behavior of three generations of 100% repeated recycled coarse aggregate concrete[J]. Construction and Building Materials, 2014(65):574-582.
[17]	REVILLA-CUESTA V, ORTEGA-LÓPEZ V, SKAF M, et al. Effect of fine recycled concrete aggregate on the mechanical behavior of self-compacting concrete[J/OL]. Construction and Building Materials, 2020,263[2023-05-15]. https://doi.org/10.1016/j.conbuildmat.2020.120671.
[18]	REVILLA-CUESTA V, SKAF M, SANTAMARÍA A, ORTEGA-LÓPEZ V, MANSO J M. Assessment of longitudinal and transversal plastic behavior of recycled aggregate self-compacting concrete:a two-way study[J/OL]. Construction and Building Materials, 2021,292[2023-05-15]. https://doi.org/10.1016/j.conbuildmat.2021.123426.
[19]	中华人民共和国国家质量监督检验检疫总局.建设用卵石、碎石:GB/T 14685-2011[S]. 北京:中国建筑工业出版社, 2011.
[20]	中华人民共和国国家质量监督检验检疫总局.建设用砂:GB/T 14684-2011[S]. 北京:中国建筑工业出版社, 2011.
[21]	中华人民共和国建设部.普通混凝土用砂、石质量及检验方法标准:JGJ 52-2006[S]. 北京:中国建筑工业出版社,2006.
[22]	ABBAS A, FATHIFAZL G, ISGOR O B, et al. Proposed method for determining the residual mortar content of recycled concrete aggregates[J]. Journal of ASTM International, 2007,5(1):1-12.
[23]	中华人民共和国住房和城乡建设部.混凝土物理力学性能试验方法标准:GB/T 20081-2019[S]. 北京:中国建筑工业出版社,2019.
[24]	ZHAO M Z, WANG Y Y, LEHMAN D E, et al. Response and modeling of axially-loaded concrete-filled steel columns with recycled coarse and fine aggregate[J/OL]. Engineering Structures, 2021,234[2023-05-15]. https://doi.org/10.1016/j.engstruct.2020.111733.
[25]	NEVILLE A M. Properties of concrete [M]. British:Pearson, 1973.
[26]	GERCEK H. Poisson's ratio values for rocks[J]. International Journal of Rock Mechanics and Mining Sciences, 2007,44(1):1-13.