部分包覆钢-混凝土组合墙轴压稳定性能研究

朱杰; 朱浩川; 肖志斌; 叶灵鹏; 金振奋

doi:10.13206/j.gjgS22101102

部分包覆钢-混凝土组合墙轴压稳定性能研究

doi: 10.13206/j.gjgS22101102

朱杰^1,3,
朱浩川^2, ,,
肖志斌^2,3,
叶灵鹏²,
金振奋^2,3

1. 浙江大学建筑工程学院, 杭州 310058;2. 浙江大学建筑设计研究院有限公司, 杭州 310028;3. 浙江大学平衡建筑研究中心, 杭州 310028

详细信息

作者简介:
朱杰,男,1998年出生,硕士研究生。

通讯作者:
朱浩川,男,1986年出生,博士,高级工程师,zhuhaochuan@hotmail.com。

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出版历程
- 收稿日期: 2022-10-11
- 网络出版日期: 2023-07-01

Research on Axial Compression Stability of Partially Encased Composite Wall

1. College of Civil Engineering and Architecture, Zhejiang University,Hangzhou 310058, China;2. The Architectural Design & Research Institute of Zhejiang University Co., Ltd., Hangzhou 310028, China;3. Center for Balance Architecture, Zhejiang University,Hangzhou 310028, China

摘要

摘要: 部分包覆钢-混凝土组合墙(简称PEC墙)在装配式建筑领域具有广阔的应用前景,近年来在建筑结构中逐步推广应用,但其稳定性能方面的研究尚待完善。对PEC墙稳定性能展开研究,基于既有试验和有限元分析结果,考察计算长度、材料强度、主钢件钢板厚度、构件截面尺寸等参数对墙体稳定性能影响,提出PEC墙轴压稳定曲线计算公式,公式计算值与有限元结果吻合良好。采用有限元软件ABAQUS建立有限元分析模型,基于既有试验数据进行对比,验证模型准确性。之后,对PEC墙轴心受压稳定性能展开数值参数分析,考察构件各参数对其稳定性能的影响,包括:计算长度、材料强度、主钢件钢板厚度、构件截面尺寸等。参数分析过程采用控制变量法,逐个研究各参数对PEC墙体稳定性能的影响程度,总结受力特点及规律。基于组合结构的稳定理论,按组合截面中混凝土与主钢件的构成,综合确定组合截面的等效强度f_EQ、等效弹性模量E_EQ,并推导了PEC墙构件的正则化长细比λ_n。然后,基于有限元分析结果绘制PEC墙的轴压稳定曲线,将钢结构四类截面稳定曲线与PEC墙稳定曲线进行对比,总结规律,寻找适用于PEC墙构件稳定曲线的计算方法。最后,基于参数分析结果,总结各构件参数对PEC墙稳定曲线的影响,在PEC墙轴压稳定曲线的计算公式中引入关键构件参数作为控制变量,同时基于不同计算长度下构件破坏形态特点,提出了“三段式”PEC墙轴压稳定曲线计算公式。研究表明:1)构件计算长度l₀对PEC墙破坏形式有较大影响,随着l₀增加,构件破坏形态及其极限承载力由材料强度控制转变为整体稳定控制;2)PEC墙各构件参数中,主钢件翼缘厚度、构件截面厚度对稳定性能影响较为显著,材料强度、主钢件腹板厚度、构件截面高度等对稳定性能影响相对较小;3)国内外尚未颁布PEC墙体设计的相关规范,我国现行设计规范GB 50017—2017《钢结构设计标准》提供的四类截面稳定曲线均不适用于PEC墙轴压稳定系数的确定;4)提出了PEC墙轴压稳定系数“三段式”计算公式,公式计算值与有限元结果吻合良好,对不同材料、不同尺寸的PEC墙均可保持较高精度,可用于PEC墙轴压稳定系数的确定。
- 部分包覆钢-混凝土组合墙 /
- PEC墙 /
- 轴心受压 /
- 稳定性能 /
- 正则化长细比
Abstract: Partially encased composite walls(PEC walls) have been widely used in the field of prefabricated buildings. In recent years, it has been gradually applied in building structures. However, the researches on the stability performance of PEC remain to be improved. In this paper, the stability performance of PEC wall under axial compression is studied. Based on the existing experiments, a finite element model is established. The influence of parameters such as calculation length, material strength, main steel section thickness and, section size of components on the wall stability is investigated, and the calculation formula of the PEC wall axial compression stability curve is proposed. The research shows that the calculated values of the formula are in good agreement with the finite element results. In this paper, the finite element software ABAQUS is used to establish a finite element analysis model, and the accuracy of the model is verified by existing experimental data. Then, this paper analyzes the the axial compression stability performance of PEC wall under parameters, and investigates the influence of different parameters on the stability performance of components, including calculated length, material strength, steel section thickness of the main steel parts, and the cross-sectional size of the components. The parameter analysis process adopts the control variable method to study the influence of each parameter on the stability performance of PEC wall, and summarize the mechanical characteristics and regulations. Then, based on the stability theory of the composite structure, the equivalent strength f_EQ and equivalent elastic modulus E_EQ of the composite section are comprehensively determined according to the composition of concrete and main steel parts in the composite section, and the regularized slenderness ratio λn of the PEC wall components is derived. Then, based on the results of finite element analysis, the axial stability curve of PEC wall is drawn, and the stability curves of four types of sections of steel structure are compared with the stability curve of PEC wall, the regulation is summarized, and the calculation method suitable for the stability curve of PEC wall components is found. Finally, based on the parameter analysis results, the influence of each component parameter on the stability curve of PEC wall is summarized, and the key component parameters are introduced as control variables in the calculation formula of the axial compression stability curve of PEC wall, and the calculation formula of the axial compression stability curve of the "three-stage" PEC wall is proposed based on the characteristics of the failure mode of the components under different calculated lengths. The results show that: 1) the calculated length l₀ of the component has a great influence on the destruction form of PEC wall, and with the increase of l₀, the destruction form of the component and its ultimate bearing capacity change from material strength control to overall stability control; 2) among the parameters of each component of PEC wall, the flange thickness and the section thickness of the main steel parts had significant effects on the stability performance, and the material strength, web thickness of the main steel parts, and the cross-sectional height of the components had relatively little effect on the stability performance; 3) the relevant specifications for PEC wall design have not been promulgated at home and abroad, and the four types of section stability curves provided by China′s current design code Steel Structure Design Standard(GB 50017—2017) are not applicable to the determination of the axial compressive stability coefficient of PEC wall; 4) the calculation formula of the axial compressive stability coefficient of PEC wall proposed in this paper is "three-stage". The calculated value of the formula is in good agreement with the finite element results, and can maintain high accuracy for PEC walls of different materials and sizes, which can be used to determine the axial compressive stability coefficient of PEC walls.
- partially encased composite wall /
- PEC wall /
- axial compression /
- stability /
- regularization slenderness ratio

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参考文献(19)

[1]	蒋路,谢骁蒙.预制装配式部分包覆钢-混凝土组合剪力墙结构研发与应用[J].施工技术,2020,49(15):22-24 ,37.
[2]	徐晓珂,王平山,李进军,等.部分包覆钢-混凝土组合结构技术体系的应用研究[J].建筑结构,2020,50(18):9-15 ,21.
[3]	李慧,覃祚威,陈忠,等.装配式部分包覆钢-混凝土组合框架-支撑体系设计及项目实践[J].施工技术(中英文),2021,50(24):69-74.
[4]	赵根田,郭雅茹,吴光兴,等.H形钢部分包裹混凝土组合中长柱轴心受压承载力试验研究[J].建筑钢结构进展,2019,21(4):19-27.
[5]	赵根田,朱晓娟,冯超.部分包裹混凝土复合柱的轴心受压性能[J].内蒙古科技大学学报,2012,31(2):200-204.
[6]	林德慧,陈以一,李杰.部分包覆钢-混凝土组合柱单向压弯面内整体稳定承载力的工程计算[J].建筑结构,2021,51(7):14-21.
[7]	林德慧,陈以一,李杰.部分包覆钢-混凝土组合柱轴压整体稳定承载力的工程计算[J].建筑结构,2021,51(7):22-29.
[8]	林德慧,陈以一.部分填充钢-混凝土组合柱整体稳定分析[J].工程力学,2019,36(增刊1):71-77,85.
[9]	张其林,黄亚男,吴杰,等.装配式部分外包组合短肢剪力墙抗震性能试验研究[J].施工技术,2019,48(2):100-106 ,125.
[10]	蒋路,赫约西,杨宇焜,等.装配式部分包覆钢-混凝土组合剪力墙抗震性能试验研究[J/OL].建筑结构学报,2022.[2022-06-13].https://doi.org/10. 14006/j.jzjgxb.2021.0569.
[11]	石韵,周巧玲,苏明周,等.混合联肢部分外包组合剪力墙抗震性能试验研究[J].土木工程学报,2021,54(3):29-40.
[12]	张莉莉,杨宇焜,蒋路,等.PEC联肢墙结构的弹塑性时程分析方法研究[J].工程抗震与加固改造,2021,43(1):57-62 ,18.
[13]	周雨楠,黄亚男,徐国军,等.PEC短肢剪力墙轴压比影响及承载力计算方法[J].佳木斯大学学报(自然科学版),2018,36(6):843-848,875.
[14]	中华人民共和国住房和城乡建设部.混凝土结构设计规范:GB 50010—2010[S].北京:中国建筑工业出版社,2011.
[15]	中华人民共和国住房和城乡建设部.预制混凝土构件量检验标准:T/CECS 631—2019[S].北京:中国计划出版社,2019.
[16]	CHicoine T,Tremblay R,Massicotte B,et al.Behavior and strength of partially encased composite columns with built-up shapes[J].Journal of Structural Engineering,2002,128(3):279-288.
[17]	Virdi K S,Dowling P J.A unified design method for composite columns[C]//IABSE Symposium.Tokyo:1976:165-184.
[18]	中华人民共和国住房和城乡建设部.钢结构设计标准:GB 50017—2017[S].北京:中国建筑工业出版社,2018.
[19]	中华人民共和国住房和城乡建设部.部分包覆钢-混凝土组合结构技术规程:T/CECS 719—2020[S].北京:中国建筑工业出版社,2020.