«上一篇/Previous Article|本期目录/Table of Contents|下一篇/Next Article»

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:

41卷

期数:

2024年06期

页码:

1-9

栏目:

建筑结构

出版日期:

2024-11-30

文章信息/Info

Title:

Cracking load analysis of slotted concrete sandwich panels under bending condition

文章编号:

1673-2049(2024)06-0001-09

作者:

王秀丽^1,2,孔祥龙¹,陈志华^1,2,3,张振坤¹

(1. 兰州理工大学 土木工程学院,甘肃 兰州 730050; 2. 兰州理工大学 西部土木工程防灾减灾教育部工程研究中心,甘肃 兰州 730050; 3. 天津大学 建筑工程学院,天津 300072)

Author(s):

WANG Xiuli^1,2, KONG Xianglong¹, CHEN Zhihua^1,2,3, ZHANG Zhenkun¹

(1. School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, Gansu, China; 2. Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou University of Technology, Lanzhou 730050, Gansu, China; 3. School of Civil Engineering, Tianjin University, Tianjin 300072, China)

关键词:

开槽混凝土夹芯板;  数值模拟;  弯曲性能;  开裂荷载

Keywords:

slotted concrete sandwich panel;  numerical simulation;  bending property;  cracking load

分类号:

TU375.2

DOI:

10.19815/j.jace.2022.11097

文献标志码:

A

摘要:

为了减弱裂缝对混凝土结构承载能力以及耐久性的影响,提出了开槽混凝土夹芯板; 研究了槽深以及开槽位置对于夹芯板吊装以及正常使用过程中开裂行为的影响,通过ABAQUS建立了有限元模型并验证了其可靠性,在此基础上以槽深以及开槽位置为变量进行了参数化分析,最后通过理论公式对模拟结果进行对比验证。结果表明:在有效控制裂缝位置的前提下,对夹芯板板底合理开槽不会导致其在吊装过程中产生裂缝; 在两端简支条件下,开槽构造主要影响夹芯板的开裂荷载,而对于极限荷载影响较小; 在裂缝发展的前中期,通过设置适当的槽深以及位置,由于应力集中效应可使得夹芯板拉应力在槽及其附近达到较大值,从而达到控制裂缝产生位置的效果; 随着槽深以及槽数量增加,裂缝产生位置得到有效控制,但将导致夹芯板开裂荷载减小。

Abstract:

In order to reduce the impact of cracks on the bearing capacity and durability of concrete structures, slotted concrete sandwich panels were proposed. The effects of slot depth and position on the cracking behavior of sandwich panels during lifting and normal use were studied. A finite element model was established using ABAQUS and its reliability was verified. Based on this, parametric analysis was conducted using slot depth and position as variables. Finally, the simulation results were compared and verified using theoretical formulas. The results show that on the premise of effectively controlling the location of cracks, reasonable slotting of the bottom of sandwich panel will not cause cracks to occur during lifting process. Under the condition of simple support at both ends, the slotted structure mainly affects the cracking load of sandwich panel, and has a relatively small impact on the ultimate load. In the early stage of crack development, by setting appropriate slot depth and position, the stress concentration effect can cause the tensile stress of sandwich panel to reach a large value in the slot and its vicinity, thereby achieving the effect of controlling the location of crack generation. As the depth and number of slot increase, the location of cracks is effectively controlled, but it will lead to a decrease in the cracking load of sandwich panel.

参考文献/References:

[1] 陈定球,刘 斌.低多层装配式混凝土墙板结构体系研究综述[J].建筑结构,2016,46(增1):633-636.
CHEN Dingqiu,LIU Bin.Summary of investigation on low and mid-rise precast concrete wall panels structures[J].Building Structure,2016,46(S1):633-636.
[2]程 红.预制预应力混凝土钢筋桁架叠合剪力墙抗震性能试验研究[D].济南:山东建筑大学,2021.
CHENG Hong.Experimental study on seismic behavior of precast prestressed concrete reinforced truss composite shear wall[D].Jinan:Shandong Jianzhu University,2021.
[3]刘光东.预应力混凝土复合墙板抗弯性能试验与理论研究[D].济南:山东大学,2019.
LIU Guangdong.Experimental and theoretical research on flexural behavior of prestressed composite wall panels[D].Jinan:Shandong University,2019.
[4]李琮琦,杨 滢,刘虎山,等.暗肋夹芯式预制轻骨料混凝土外墙板受弯性能试验研究[J].建筑结构,2022,52(6):18-25,55.
LI Congqi,YANG Ying,LIU Hushan,et al.Experimental study on the bending performance of concealed rib sandwich precast lightweight aggregate concrete external wallboard[J].Building Structure,2022,52(6):18-25,55.
[5]曹东涛.新型保温承重一体化复合墙体的抗震性能及被动式设计方法研究[D].西安:西安建筑科技大学,2016.
CAO Dongtao.Study on the seismic behavior and passive design method of the new load-bearing and insulation integrated precast composite wall[D].Xi'an:Xi'an University of Architecture and Technology,2016.
[6]肖 波,许维炳,闫晓宇,等.公路桥面伸缩装置及其对桥梁静动力性能影响综述[J].防灾减灾工程学报,2021,41(1):167-180.
XIAO Bo,XU Weibing,YAN Xiaoyu,et al.Research overview of bridge expansion joint' disease and its influence[J].Journal of Disaster Prevention and Mitigation Engineering,2021,41(1):167-180.
[7]胡 超,马兴瑞,黄文虎.板壳结构开孔动静应力集中问题的研究[J].哈尔滨工业大学学报,1999,31(2):75-80.
HU Chao,MA Xingrui,HUANG Wenhu.Advances of stress concentrations in plates and shells with cutouts[J].Journal of Harbin Institute of Technology,1999,31(2):75-80.
[8]赵 雷,赵广军,王晓锋,等.预应力混凝土带肋叠合底板肋部开槽的受力验算及合理性分析[J].建筑结构,2021,51(24):84-91.
ZHAO Lei,ZHAO Guangjun,WANG Xiaofeng,et al.Mechanical checking calculation and rationality analysis about slotting in the ribs of prestressed concrete ribbed composite slab[J].Building Structure,2021,51(24):84-91.
[9]韩鹏涛.连接件对预制混凝土夹芯保温外挂墙板结构性能影响研究[D].合肥:合肥工业大学,2019.
HAN Pengtao.Study on the effect of connectors on the structural performance of prefabricated concrete sandwich thermal insulation external wall panel[D].Hefei:Hefei University of Technology,2019.
[10]混凝土结构设计规范:GB 50010—2002[S].北京:中国建筑工业出版社,2004.
Code for design of concrete structures:GB 50010—2002[S].Beijing:China Architecture & Building Press,2004.
[11]混凝土结构试验方法标准:GB/T 50152—2012[S].北京:中国建筑工业出版社,2012.
Standard for test method of concrete structures:GB/T 50152—2012[S].Beijing:China Architecture & Building Press,2012.
[12]SALMON D C,EINEA A,TADROS M K,et al.Full scale testing of precast concrete sandwich panels[J].ACI Structural Journal,1997,94(4):354-362.
[13]NAITO C J,HOEMANN J M,SHULL J S,et al.Precast/prestressed concrete experiments performance on non-load bearing sandwich wall panels[R].Overland Park:Black and Veatch,2011.
[14]江焕芝.基于钢-纤维复合连接件的预制混凝土夹心保温墙板性能研究[D].南京:东南大学,2019.
JIANG Huanzhi.Research on behavior of precast concrete sandwich panels with steel-GFRP composite connectors[D].Nanjing:Southeast University,2019.
[15]卢逢煦.钢筋桁架式夹芯混凝土板优化设计与受力性能分析[D].长沙:中南大学,2008.
LU Fengxu.Optimization design and mechanical performance analysis of reinforced truss sandwich concrete panel[D].Changsha:Central South University,2008.
[16]REISSNER E.Analysis of shear lag in box beams by the principle of minimum potential energy[J].Quarterly of Applied Mathematics,1946,4(3):268-278.
[17]李法雄,聂建国.钢-混凝土组合梁剪力滞效应弹性解析解[J].工程力学,2011,28(9):1-8.
LI Faxiong,NIE Jianguo.Elastic analytical solutions of shear lag effect of steel-concrete composite beam[J].Engineering Mechanics,2011,28(9):1-8.
[18]操俊林.新型波形钢腹板组合箱梁剪力滞效应的理论分析及试验研究[D].兰州:兰州交通大学,2018.
CAO Junlin.Theoretical analysis and experimental study on shear lag effect of the new composite box-girder with corrugated steel webs[D].Lanzhou:Lanzhou Jiatong University,2018.
[19]周世军,黄 瑜,江 瑶,等.单箱双室组合箱梁剪力滞效应分析[J].建筑科学与工程学报,2017,34(6):110-115.
ZHOU Shijun,HUANG Yu,JIANG Yao,et al.Analysis of shear lag effect of single-box twin-cell composite box girder[J].Journal of Architecture and Civil Engineering,2017,34(6):110-115.
[20]周世军,宋 刚.考虑轴向位移的压弯Π形梁剪力滞分析[J].建筑科学与工程学报,2017,34(5):196-202.
ZHOU Shijun,SONG Gang.Analysis of shear lag of compression-bending Π-shaped girder considering axial displacement[J].Journal of Architecture and Civil Engineering,2017,34(5):196-202.
[21]李立峰,周 延.大跨径波形钢腹板组合箱梁桥剪力滞效应[J].建筑科学与工程学报,2016,33(6):106-112.
LI Lifeng,ZHOU Yan.Shear lag effect of large span composite box girder bridge with corrugated steel webs[J].Journal of Architecture and Civil Engineering,2016,33(6):106-112.

相似文献/References:

[1]马志林,史庆轩,王伟.钢筋混凝土联肢剪力墙弹塑性分析[J].建筑科学与工程学报,2010,27(01):60.
　MA Zhi-lin,SHI Qing-xuan,WANG Wei.Elasto-plastic Analysis of Reinforced Concrete Coupled Shear Walls[J].Journal of Architecture and Civil Engineering,2010,27(06):60.
[2]瞿海雁,李国强,孙建运,等.侧向冲击作用下圆钢管混凝土构件的数值模拟分析[J].建筑科学与工程学报,2010,27(01):89.
　QU Hai-yan,LI Guo-qiang,SUN Jian-yun,et al.Numerical Simulation Analysis of Circular Concrete-filled Steel Tube Specimen Under Lateral Impact[J].Journal of Architecture and Civil Engineering,2010,27(06):89.
[3]侯刚,童乐为.较高含碳量冷弯方钢管焊接应力-应变场的数值模拟[J].建筑科学与工程学报,2010,27(02):114.
　HOU Gang,TONG Le-wei.Numerical Simulation of Welding Stress-strain Field for Cold-formed Square Steel Tube with Higher Carbon Content[J].Journal of Architecture and Civil Engineering,2010,27(06):114.
[4]白桦,李加武,夏勇.低雷诺数圆柱绕流数值模拟及控制措施[J].建筑科学与工程学报,2010,27(04):39.
　BAI Hua,LI Jia-wu,XIA Yong.Numerical Simulation and Control Measures of Flow Around Circular Cylinders at Low Reynolds Number[J].Journal of Architecture and Civil Engineering,2010,27(06):39.
[5]李文贵,龙炳煌.高桩码头叉桩节点抗震性能有限元数值模拟[J].建筑科学与工程学报,2010,27(04):86.
　LI Wen-gui,LONG Bing-huang.Finite Element Numerical Simulation of Seismic Behavior for Batter Pile Joint in Pile-wharf Structure[J].Journal of Architecture and Civil Engineering,2010,27(06):86.
[6]邢立坤,王立成,侯宇星.混凝土细观刚体弹簧元法在劈裂试验中的应用[J].建筑科学与工程学报,2011,28(01):83.
　XING Li-kun,WANG Li-cheng,HOU Yu-xing.Application of Mesoscopic Rigid-body-spring Method of Concrete in Splitting Test[J].Journal of Architecture and Civil Engineering,2011,28(06):83.
[7]杨敏,孙庆.隧道开挖对邻近桩基影响的研究综述[J].建筑科学与工程学报,2011,28(01):118.
　YANG Min,SUN Qing.Research Summary of Tunnel Excavation Effects on Adjacent Pile Foundation[J].Journal of Architecture and Civil Engineering,2011,28(06):118.
[8]汪权,王建国,张鸣祥.高层建筑结构随机风速场的数值模拟及风振控制[J].建筑科学与工程学报,2011,28(02):32.
　WANG Quan,WANG Jian-guo,ZHANG Ming-xiang.Numerical Simulation of Stochastic Wind Velocity Field and Wind Vibration Control of High-rise Building Structures[J].Journal of Architecture and Civil Engineering,2011,28(06):32.
[9]赵卫平.基于ANSYS接触分析的粘结-滑移数值模拟[J].建筑科学与工程学报,2011,28(02):44.
　ZHAO Wei-ping.Bond-slip Numerical Simulation Based on ANSYS Contact Analysis[J].Journal of Architecture and Civil Engineering,2011,28(06):44.
[10]吕奇峰,黄明利.岩土体弹性参数表面测试方法[J].建筑科学与工程学报,2011,28(04):116.
　LU Qi-feng,HUANG Ming-li.Test Method of Elastic Parameters on Surface of Rock and Soil[J].Journal of Architecture and Civil Engineering,2011,28(06):116.

备注/Memo

备注/Memo:

收稿日期:2023-11-09
基金项目:国家重点研发计划项目(2019YFD1101004); 甘肃省建设科技攻关项目(JK2020-26)
作者简介:王秀丽(1963-),女,工学博士,教授,博士生导师,E-mail:1135739056@qq.com。
通信作者:陈志华(1966-),男,工学博士,教授,博士生导师,E-mail:zhchen@tju.edu.cn。
Author resumes: WANG Xiuli(1963-),female,PhD,professor,E-mail:1135739056@qq.com; CHEN Zhihua(1966-),male,PhD,professor,E-mail:zhchen@tju.edu.cn.

常用功能

更新日期/Last Update: 2024-12-10