L形方钢管再生混凝土组合异形柱轴压力学性能研究

马腾飞; 陈志华; 杜颜胜

doi:10.13204/j.gyjzG22031905

L形方钢管再生混凝土组合异形柱轴压力学性能研究

doi: 10.13204/j.gyjzG22031905

1. 天津大学建筑工程学院, 天津 300072;
2. 北华航天工业学院建筑工程学院, 河北廊坊 065000

基金项目:

北华航天工业学院科研基金项目(ZD-2022-05)。

国家重点研发项目(2019YFD1101005)

河北省高等学校科学技术研究项目(QN2021003)

详细信息

作者简介:
马腾飞,女,1987年出生,博士研究生,讲师。

通讯作者:
杜颜胜,duys@tju.edu.cn。

计量
- 文章访问数: 142
- HTML全文浏览量: 10
- PDF下载量: 18
- 被引次数: 0
出版历程
- 收稿日期: 2022-03-19

Axial Compression Behaviour of L-Shaped Column Composed of Recycled Aggregate Concrete-Filled Square Steel Tubes

1. School of Civil Engineering, Tianjin University, Tianjin 300072, China;
2. Department of Civil Engineering, North China Institute of Aerospace Engineering, Langfang 065000, China

摘要

摘要: 为研究L形方钢管再生混凝土组合异形柱的轴压力学性能,在试验基础上,对L形方钢管再生混凝土组合异形柱进行了数值模拟,通过与试验结果对比,验证了模拟结果的准确性。分析表明,当再生粗骨料取代率超过40%时,异形柱的弹塑性阶段不明显,有直接进入塑性阶段的趋势。考虑钢材强度、钢材厚度、方钢管宽度和连接板宽度等因素,对L形方钢管再生混凝土组合异形柱进行了参数化分析。参数化分析结果表明:随着钢管内再生混凝土粗骨料取代率的提高,异形柱的峰值承载力减小,刚度降低,延性降低;相同粗骨料取代率下,随着钢材强度提高、钢材厚度的提高和方钢管宽度的增加,异形柱的峰值承载力逐渐增大;而连接板宽度对试件的峰值承载力影响不大。
- L形方钢管再生混凝土组合异形柱 /
- 再生混凝土 /
- 轴压试验 /
- 力学性能
Abstract: To study the axial compressive behaviour of the L-shaped column composed of recycled aggregate concrete-filled square steel tubes(L-RACFST), the numerical studies on the L-RACFST columns and verified the numerical model were performed based on the test result. The finite element analysis results showed that when the replacement ratio of recycled aggregate coarse (RAC) exceeded 40%, the elastic-plastic stage was not obvious, and the curve tended to directly enter the plastic stage. Parametric study was performed considering the effect of steel strength, the steel tube thickness, the width of square steel tube and the connecting plate, etc. With the increase in the replacement ratio of RAC, the bearing capacity, stiffness and ductility of the L-RACFST columns decreased. With the same replacement ratio of RAC, the peak bearing capacity of the L-RACFST columns increased gradually with the increase of steel strength, steel tube thickness and square steel tube width. The width of the connecting plate had little effect on the peak bearing capacity of the specimen.
- L-shaped column composed of recycled aggregate concrete-filled square steel tubes /
- recycled concrete /
- axial compression experiment /
- mechanical behaviour

HTML全文

参考文献(22)

[1]	CHENG T,THOMAS H.T-shapes reinforced concrete members under biaxial bending and axial compression[J].ACI Structural Journal, 1989,86(4):2576-2595.
[2]	DUNDAR C,SAHIN B.Arbitrarily shaped reinforced concrete members subjected to biaxial bending and axial load[J].Comput Structures, 1993,49(4):642-662.
[3]	ASLANI F,BRIAN U,TAO Z, et al.Predicting the axial load capacity of high-strength concrete filled steel tubular column[J].Steel and Composite Structure,2015,19(4):967-993.
[4]	HUU-TAI T,BRIAN U,MAHBUB K.A modified stress-strain model accounting for the local buckling of thin-walled stub column under axial compression[J].Journal of Constructional Steel Research,2015(111):57-69.
[5]	ASLANI F,BRIAN U,TAO Z,et al. Behaviour and design of composite column incorporating compact high-strength steel plates[J].Journal of Constructional Steel Research,2015(107):94-110.
[6]	荣彬.方钢管混凝土组合异形柱的理论分析与试验研究[D].天津:天津大学,2008.
[7]	LOO Y H,TAN C T,RAVINDRARAJAH R S. Recycled concrete as fine and coarse aggregate in concrete[J].Magazine of Concrete Research,1987,39(141):214-220.
[8]	AJDUKIEWICZ A,KLISZCZEWICZ A.Influences of recycled aggregates on mechanical properties of HS/HPC[J].Cement & Concrete Composites,2002,24(2):269-279.
[9]	RONG B,CHEN Z,APOSTOLOS F, et al.Axial compression behavior and analytical method of L-shaped column composed of concrete-filled square steel tubes[J].Transactions of Tianjin University,2012,18:180-187.
[10]	周婷.方钢管混凝土组合异形柱力学性能与工程应用研究[D].天津:天津大学,2012.
[11]	ZHOU T, CHEN Z H, LIU H B.Seismic behavior of special shaped column composed of concrete filled steel tubes[J]. Journal of Constructional Steel Research,2012,75:131-141.
[12]	WANG Y,LI Y,CHEN Z, et al.Nonlinear finite element analysis of the temperature field of special-shaped concrete-filled steel tubular column under standard fire condition[J].Applied Mechanics and Materials,2012,226-228(8):980-985.
[13]	王亚雯.方钢管混凝土组合异形柱抗震性能研究[D].天津:天津大学,2013.
[14]	XU M,ZHOU T,CHEN Z,et al.Experimental study of slender LCFST columns connected by steel linking plates[J].Journal of Constructional Steel Research,2016(127):231-241.
[15]	ZHOU T,XU M,CHEN Z,et al.Eccentric loading behavior of L-shaped columns composed of concrete-filled steel tubes[J].Journal of Advanced Steel Construction,2016,12(3):227-244.
[16]	熊清清.L形双钢板连接钢管混凝土组合异形柱力学性能研究[D].天津:天津大学,2017.
[17]	刘洁.双钢板连接钢管混凝土组合异形柱压弯力学性能研究[D].天津:天津大学,2020.
[18]	LIU J,ZHOU T,LEI Z,et al. Eccentric compression performance of slender L-shaped column composed of concrete-filled steel tubes connected by steel linking plates[J]. Journal of Constructional Steel Research, 2019, 162(11):1-16.
[19]	CHEN Z H,LIU J,ZHOU T,et al. Uniaxial eccentric-compression performance analysis for double-plate connected concrete-filled steel-tube composite columns[J/OL]. Journal of Structural Engineering, 2020, 146(8)[2020-07-23].https://doi.org/10.1061/(ASCE)ST.1943-541X.0002700.
[20]	MA T F, CHEN Z H,DU Y S, et al. Mechanical properties of L-shaped column composed of RAC-filled steel tubes under eccentric compression[J/OL]. Metals, 2022(12)[2020-01-06].https://doi.org/10.3390/met12060953.
[21]	CHEN Z H,DONG S H,DU Y S.Experimental study and numerical analysis on seismic performance of FRP confined high-strength rectangular concrete-filled steel tube columns[J/OL]. Thin-Walled Structures, 2021, 162(9)[2021-06-01].https://doi.org/10.1016/j.tws.2021.107560.
[22]	韩林海. 钢管混凝土结构:理论与实践[M]. 2版.北京:科学出版社,2007.