内置H型钢再生混凝土钢管柱抗震性能有限元分析

头部文案

发布时间：2020-01-06 00:00:00

全国建材科技期刊
全国中文核心期刊
中国科技论文统计源期刊
万方数据-数字化期刊群入网期刊
中国学术期刊（光盘版）全文收录期刊

华东地区优秀科技期刊
江苏省期刊方阵“双效期刊”
中国期刊网全文收录期刊
中国科技期刊数据库全文收录期刊



内置H型钢再生混凝土钢管柱抗震性能有限元分析

Finite Element Analysis of Seismic Performance of Recycled Concrete Steel Tubular Columns with Encased H-Shaped Steel

2023年第6期

H型钢；组合柱；钢管；抗震性能；再生混凝土；取代率；ABAQUS有限元分析软件

H-shaped steel; Composite column; Steel tube; Seismic performance; Recycled concrete; Replacement rate; ABAQUS finite element software

2023年第6期

10.19761/j.1000-4637.2023.06.040.08

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

袁凯1，邓夕胜2，何明泽2，许帅2，梁涛1，李进3

1.广元市城市发展集团有限公司，四川广元 628017；2.西南石油大学土木工程与测绘学院，四川成都 610500；3.乐山电力股份有限公司，四川乐山 614000

袁凯1，邓夕胜2，何明泽2，许帅2，梁涛1，李进3

袁凯,邓夕胜,何明泽,等.内置H型钢再生混凝土钢管柱抗震性能有限元分析[J].混凝土与水泥制品,2023(6):40-47.

YUAN K,DENG X S,HE M Z,et al.Finite Element Analysis of Seismic Performance of Recycled Concrete Steel Tubular Columns with Encased H-Shaped Steel[J].China Concrete and Cement Product,2023(6):40-47.

浏览量:

1000

摘要：为研究内置H型钢再生混凝土钢管柱的抗震性能，利用ABAQUS有限元分析软件研究了6根试验柱在低周反复荷载作用下，再生混凝土强度、再生粗骨料取代率和型钢配钢率对其破坏形态、滞回性能、骨架曲线、耗能能力和刚度退化曲线的影响规律。结果表明：试验柱均呈弯曲型破坏，滞回曲线均较为饱满，刚度退化较慢，表现出良好的耗能能力以及抗震性能；试验柱的峰值承载力和耗能能力随再生混凝土强度的提高而提高，随再生粗骨料取代率的提高而降低；随着型钢配钢率的增加，试验柱的承载力和耗能能力均显著提高；各试验柱的位移延性系数均在5.0~6.0，具有良好的弹塑性变形能力。 Abstract: In order to study the seismic performance of recycled concrete steel tubular columns with encased H-shaped steel, six testing column models were designed by the finite element analysis software ABAQUS, and the effects of the recycled concrete strength, replacement rate of recycled coarse aggregate and steel ratio of section steel on the failure mode, hysteretic performance, skeleton curve, energy dissipation capacity and stiffness degradation curve were analyzed. The results show that the testing columns all show bending failure, hysteresis curves are full, stiffness degradate slowly, energy dissipation and seismic performance are good. The peak bearing capacity and energy dissipation capacity of composite short columns increase with the increase of recycled concrete strength and decrease with the increase of replacement rate of recycled coarse aggregate. With the increase of steel ratio of section steel, the bearing capacity and energy dissipation capacity of composite short columns are significantly improved. The displacement ductility coefficients of each testing columns is between 5.0 and 6.0, which has good elastic-plastic deformation capacity.

英文名 : Finite Element Analysis of Seismic Performance of Recycled Concrete Steel Tubular Columns with Encased H-Shaped Steel

刊期 : 2023年第6期

关键词 : H型钢；组合柱；钢管；抗震性能；再生混凝土；取代率；ABAQUS有限元分析软件

Key words : H-shaped steel; Composite column; Steel tube; Seismic performance; Recycled concrete; Replacement rate; ABAQUS finite element software

刊期 : 2023年第6期

DOI : 10.19761/j.1000-4637.2023.06.040.08

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项目（GYCT-KY-202101）。

作者 : 袁凯1，邓夕胜2，何明泽2，许帅2，梁涛1，李进3

单位 : 1.广元市城市发展集团有限公司，四川广元 628017；2.西南石油大学土木工程与测绘学院，四川成都 610500；3.乐山电力股份有限公司，四川乐山 614000

袁凯1，邓夕胜2，何明泽2，许帅2，梁涛1，李进3

袁凯,邓夕胜,何明泽,等.内置H型钢再生混凝土钢管柱抗震性能有限元分析[J].混凝土与水泥制品,2023(6):40-47.

YUAN K,DENG X S,HE M Z,et al.Finite Element Analysis of Seismic Performance of Recycled Concrete Steel Tubular Columns with Encased H-Shaped Steel[J].China Concrete and Cement Product,2023(6):40-47.





摘要

参数

结论

参考文献

引用本文

Abstract: In order to study the seismic performance of recycled concrete steel tubular columns with encased H-shaped steel, six testing column models were designed by the finite element analysis software ABAQUS, and the effects of the recycled concrete strength, replacement rate of recycled coarse aggregate and steel ratio of section steel on the failure mode, hysteretic performance, skeleton curve, energy dissipation capacity and stiffness degradation curve were analyzed. The results show that the testing columns all show bending failure, hysteresis curves are full, stiffness degradate slowly, energy dissipation and seismic performance are good. The peak bearing capacity and energy dissipation capacity of composite short columns increase with the increase of recycled concrete strength and decrease with the increase of replacement rate of recycled coarse aggregate. With the increase of steel ratio of section steel, the bearing capacity and energy dissipation capacity of composite short columns are significantly improved. The displacement ductility coefficients of each testing columns is between 5.0 and 6.0, which has good elastic-plastic deformation capacity.

扫二维码用手机看

[1] 曹万林,肖建庄,叶涛萍,等.钢筋再生混凝土结构研究进展及其工程应用[J].建筑结构学报,2020,41(12):1-16,27.
[2] LI J S,XIAO H N,ZHOU Y.Influence of Coating Recycled Aggregate Surface With Pozzolanic Powder on Properties of Recycled Aggregate Concrete [J].Construction and Building Materials,2009,23(3):1287-1291.
[3] 陈宗平,陈宇良.三向受压状态下再生混凝土的变形性能及损伤分析[J].应用力学学报,2016,33(5):799-805.
[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] 邱慈长,王清远,石宵爽,等.薄壁钢管再生混凝土轴压实验研究[J].实验力学,2011,26(1):8-15.
[6] 陈宗平,柯晓军,薛建阳,等.钢管约束再生混凝土的受力机理及强度计算[J].土木工程学报,2013,46(2):70-77.
[7] 韩林海.钢管混凝土结构-理论与实践[M].北京:科学出版社,2016.

[8] 王玉银,陈杰,纵斌,等.钢管再生混凝土与钢筋再生混凝土轴压短柱力学性能对比试验研究[J].建筑结构学报,2011,32(12):170-177.
[9] 马辉,张鹏,薛建阳,等.基于统一强度理论的方钢管型钢再生混凝土短柱轴压承载力计算[J].建筑结构学报,2017,38(增刊):258-265.
[10] 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.
[11] 刘坚,张鹏程,江进,等.圆钢管H型钢再生混凝土短柱的轴压承载力分析[J].西南交通大学学报,2020,55(6):1280-1286.
[12] 刘坚,张鹏程,刘长江,等.内配型钢的方钢管再生混凝土短柱轴压承载力分析[J].混凝土,2021(10):1-5.
[13] 王文达,李鲜珺,范家浩.内置型钢钢管混凝土轴压构件设计方法研究及可靠度分析[J].建筑科学与工程学报,2020,37(6):11-20.
[14] 贾志路,史艳莉,王文达,等.钢管初应力对内配型钢的圆钢管混凝土柱受压性能影响[J].建筑结构学报,2022,43(6):63-74.
[15] 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(增刊):291-296.
[16] 吴波,叶文杰.内置高强钢管的圆钢管混凝土柱轴压性能试验研究[J].华南理工大学学报(自然科学版),2020,48(4):1-8.
[17] 中华人民共和国住房和城乡建设部.组合结构设计规范:JGJ 138—2016[S].北京:中国建筑工业出版社,2016.
[18] 李威.圆钢管混凝土柱—钢梁外环板式框架节点抗震性能研究[D].北京:清华大学,2011.
[19] 方自虎,周海俊,赖少颖,等.ABAQUS混凝土应力-应变关系选择[J].建筑结构,2013,43(增刊):559-561.
[20] 杨有福,黄翔宇.矩形钢管再生混凝土短柱的轴压性能[J].华南理工大学学报(自然科学版),2017,45(12):121-127.
[21] 陆新征,张万开,李易,等.方钢管混凝土短柱轴压承载力尺寸效应[J].沈阳建筑大学学报(自然科学版),2012,28(6):974-980.
[22] HUI M,XUE J Y,LIU Y H,et al.Cyclic Loading Tests and Shear Strength of Steel Reinforced Recycled Concrete Short Columns[J].Engineering Structures,2015,92(6):55-68.
[23] 董宏英,郭华镇,曹万林,等.圆截面型钢不同强度混凝土巨柱的抗震性能[J].地震工程与工程振动,2021,41(2):35-42.
[24] 蔡健,段伟宁,汤序霖,等.轴压比与剪跨比对带约束拉杆双层钢板-混凝土组合剪力墙抗震性能影响研究[J].建筑结构学报,2018,39(2):37-43.
[25] 曹万林,赵洋,宋钰,等.不同配钢率方形截面型钢混凝土巨型柱抗震试验[J].地震工程与工程振动,2019,39(5):241-250.
[26] 王一心,孙国华,刘文渊,等.自复位方钢管混凝土柱-H形钢梁节点的滞回性能[J].建筑钢结构进展,2021,23(8):1-10.

上一个

预制桥面板钢板-UHPC湿接缝抗弯性能研究

下一个

大跨径UHPC预制U形梁的生产工艺关键技术及应用

头部文案

内置H型钢再生混凝土钢管柱抗震性能有限元分析

相关文件