多腔钢管再生混凝土复合中长柱轴压性能研究

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发布时间：2020-01-06 00:00:00

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多腔钢管再生混凝土复合中长柱轴压性能研究

Study on Axial Compression Performance of Recycled Concrete Composite Midium and Long Columns with Multi-cavity Steel Tubes

2022年第10期

多腔钢管混凝土；中长柱；再生混凝土；轴压性能；长细比

Concrete -filled multi-cavity steel tube; Medium and long column; Recycled concrete; Axial compression performance

2022年第10期

10.19761/j.1000-4637.2022.10.040.06

四川省科技厅国际合作项目（2020YFH0127）；广元城投集团科技基金（GYCT-KY-202101）。

袁凯1，邓夕胜2，梁涛1，曾智2，朱一林2

1.广元市城市发展集团有限公司，四川广元 628000；2.西南石油大学，四川成都 610500

袁凯1，邓夕胜2，梁涛1，曾智2，朱一林2

袁凯,邓夕胜,梁涛,等.多腔钢管再生混凝土复合中长柱轴压性能研究[J].混凝土与水泥制品,2022(10):40-44,59.

YUAN K,DENG X S,LIANG T,et al.Study on Axial Compression Performance of Recycled Concrete Composite Midium and Long Columns with Multi-cavity Steel Tubes[J].China Concrete and Cement Products,2022(10):40-44,59.

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1000

摘要：为研究多腔钢管再生混凝土复合中长柱在受压状态下的力学性能，采用ABAQUS软件对多腔钢管中长柱在轴向压力下的荷载-位移曲线、破坏模态、受力过程进行了模拟，并研究了再生混凝土取代率和复合柱长细比对其轴压性能的影响。结果表明：多腔钢管中长柱破坏模式为弯曲破坏，外部再生混凝土和核心再生混凝土跨中截面破坏明显，核心混凝土受钢管约束承载力提高明显；随着再生混凝土取代率和长细比的增加，多腔钢管中长柱的承载能力、延性和刚度均减小，当长细比过大时，易发生失稳破坏。 Abstract: In order to study the axial compression performance of recycled concrete composite medium and long columns with multi-cavity steel tube. The load-displacement curve, failure mode and stress process of the recycled concrete composite medium and long columns with multi-cavity steel tube under axial pressure were studied by ABAQUS. The effects of replacement ratio of recycled concrete and slenderness ratio of components on load-displacement curve, ductility and stiffness of the composite miduim and long columns under axial pressure were also studied. The results show that the failure mode of recycled concrete medium and long columns with multi-cavity steel tube is bending failure, the failure of external recycled concrete and core recycled concrete in mid-span section is obvious, and the bearing capacity of core concrete is improved obviously. The bearing capacity, ductility and stiffness of recycled concrete composite medium and long columns with multi-cavity steel tube is decreased with the increase of replacement rate of recycled concrete and the slenderness ratio. The instability failure of recycled concrete composite medium and long columns with multi-cavity steel tube will occur when the slenderness ratio is too large.

英文名 : Study on Axial Compression Performance of Recycled Concrete Composite Midium and Long Columns with Multi-cavity Steel Tubes

刊期 : 2022年第10期

关键词 : 多腔钢管混凝土；中长柱；再生混凝土；轴压性能；长细比

Key words : Concrete -filled multi-cavity steel tube; Medium and long column; Recycled concrete; Axial compression performance

刊期 : 2022年第10期

DOI : 10.19761/j.1000-4637.2022.10.040.06

文章编号 :

基金项目 : 四川省科技厅国际合作项目（2020YFH0127）；广元城投集团科技基金（GYCT-KY-202101）。

作者 : 袁凯1，邓夕胜2，梁涛1，曾智2，朱一林2

单位 : 1.广元市城市发展集团有限公司，四川广元 628000；2.西南石油大学，四川成都 610500

袁凯1，邓夕胜2，梁涛1，曾智2，朱一林2

袁凯,邓夕胜,梁涛,等.多腔钢管再生混凝土复合中长柱轴压性能研究[J].混凝土与水泥制品,2022(10):40-44,59.

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摘要

参数

结论

参考文献

引用本文

Abstract: In order to study the axial compression performance of recycled concrete composite medium and long columns with multi-cavity steel tube. The load-displacement curve, failure mode and stress process of the recycled concrete composite medium and long columns with multi-cavity steel tube under axial pressure were studied by ABAQUS. The effects of replacement ratio of recycled concrete and slenderness ratio of components on load-displacement curve, ductility and stiffness of the composite miduim and long columns under axial pressure were also studied. The results show that the failure mode of recycled concrete medium and long columns with multi-cavity steel tube is bending failure, the failure of external recycled concrete and core recycled concrete in mid-span section is obvious, and the bearing capacity of core concrete is improved obviously. The bearing capacity, ductility and stiffness of recycled concrete composite medium and long columns with multi-cavity steel tube is decreased with the increase of replacement rate of recycled concrete and the slenderness ratio. The instability failure of recycled concrete composite medium and long columns with multi-cavity steel tube will occur when the slenderness ratio is too large.

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[1] 肖建庄.再生混凝土[M].北京:中国建筑工业出版社,2008.
[2] 陈宗平,陈宇良,徐金俊,等.多轴受力状态下再生混凝土的破坏准则及应力-应变本构关系研究[J].土木工程学报,2015,48(12):23-33.
[3] 卢钦旺,桂雷,胡晓斌.再生混凝土轴心受拉应力-应变关系[J].武汉大学学报（工学版）,2020,53(5):418-423.
[4] MICHARL J,MCGINNIS,DAVIS M,et al.Strength and Stiffness of Concrete with Recycled Concrete Aggregates[J]. Construction and Building Materials,2017,154:258-269.
[5] 张卫东,王振波,丁海军.小径厚比钢管再生混凝土短柱轴压性能研究[J].建筑结构,2012,42(12):86-89.
[6] 黄一杰,秦莉,李鹏.约束海砂再生混凝土柱轴压试验研究[J].中国科技论文,2020,15(2):149-153,159.
[7] 马辉,郭婷婷,李哲,等.圆钢管型钢再生混凝土组合柱轴压性能及承载力计算[J].建筑结构学报,2018,39(2):97-105.
[8] 黄浩.方钢管再生混凝土长柱轴心受压试验研究及数值模拟[D].合肥:合肥工业大学,2016.
[9] 王成刚,袁泉,张泽阳.方钢管再生混凝土长柱单偏压性能试验研究[J].合肥工业大学学报(自然科学版),2022,45(2):231-237.
[10] 柯晓军,杨春辉,苏益声,等.钢管再生混凝土组合柱偏心受压性能试验研究[J].应用基础与工程科学学报,2020,28(2):354-365.
[11] 柯晓军,安进,廖定国,等.内置钢管全再生混凝土组合柱轴压性能分析[J].建筑结构学报,2017,38(S1):291-296.
[12] 周琼瑶.钢管再生混凝土叠合柱轴压受力性能有限元分析[D].绵阳:西南科技大学,2019.
[13] 薛华.钢套管再生混凝土加固柱轴压力学性能研究[D].广州：华南理工大学,2016.
[14] 武海鹏,曹万林,董宏英.基于“统一理论”的异形截面多腔钢管混凝土柱轴压承载力计算[J].工程力学,2019,36(:8):114-121.

[15] 徐礼华,徐鹏,侯玉杰,等.多边多腔钢管自密实高强混凝土短柱轴心受压性能试验研究[J].土木工程学报,2017,50(1):37-45.
[16] 徐礼华,宋杨,刘素梅,等.多腔式多边形钢管混凝土柱偏心受压承载力研究[J].工程力学,2019,36(4):135-146.
[17] 邓夕胜,向映名,陈渝文,等.多腔钢管再生混凝土叠合短柱轴压性能分析[J].科学技术与工程,2021,21(19):8129-8137.
[18] 钢管混凝土叠合柱结构技术设计规程:CECS 188∶2019 [S].北京:中国建筑工业出版社,2019.
[19] 孟二从.方钢管再生混凝土柱-再生混凝土深受弯梁混合框架结构抗震性能研究[D].南宁:广西大学,2016.
[20] 杨有福.钢管再生混凝土构件荷载-变形关系的理论分析[J].工业建筑,2007(12):1-6,124.
[21] 郭婷婷.圆钢管型钢再生混凝土组合柱轴压力学性能研究[D].西安:西安理工大学,2017.
[22] 卢亦焱,陈娟,李杉.钢管钢纤维高强混凝土短柱轴心受压试验研究[J].建筑结构学报,2011,32(10):166-172.

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多腔钢管再生混凝土复合中长柱轴压性能研究

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