[1]王威,李元刚,苏三庆,等.波形钢板混凝土界面间粘结滑移力学性能研究[J].西安建筑科技大学学报(自然科学版),2018,50(01):5-12，50.[doi:10.15986/j.1006-7930.2018.01.002]
　WANG Wei,LI Yuangang,SU Sanqing,et al.Research on interface bond-slip mechanical properties between corrugated steel plate and concrete[J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2018,50(01):5-12，50.[doi:10.15986/j.1006-7930.2018.01.002]
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波形钢板混凝土界面间粘结滑移力学性能研究()
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西安建筑科技大学学报（自然科学版）[ISSN:1006-7930/CN:61-1295/TU]

卷:
50
期数:
2018年01期
页码:
5-12，50
栏目:
出版日期:
2018-03-15

文章信息/Info

Title:
Research on interface bond-slip mechanical properties between corrugated steel plate and concrete
文章编号:
1006-7930(2018)01-0005-08
作者:
王威; 李元刚; 苏三庆; 张龙旭; 赵春雷; 任坦
(西安建筑科技大学 土木工程学院,陕西 西安 710055 )
Author(s):
WANG Wei;  LI Yuangang; SU Sanqing; ZHANG Longxu; ZHAO Chunlei; REN Tan
( School of Civil Engineering, Xian Univ. of Arch.& Tech., Xian 710055, China)
关键词:
波形钢板; 粘结滑移; 波角; 锚固深度; 等效应力
Keywords:
corrugated steel plate ; bond-slip;  wave angle;  depth of anchorage;  equivalent stress
分类号:
TU391
DOI:
10.15986/j.1006-7930.2018.01.002
文献标志码:
A
摘要:
根据压型钢板混凝土组合楼板剪切粘结滑移和型钢混凝土粘结滑移的试验研究成果，分析了两者界面之间的粘结应力、应变的分布规律.基于试验研究成果，对轴心力作用下的波形钢板混凝土粘结滑移力学问题做了合理假定.从弹性力学角度推导了混凝土、波形钢板各自应力和位移的理论公式，并得出两者界面间滑移的理论公式，这为有限元分析波形钢板混凝土提供了理论依据.通过考虑混凝土浇筑方式、波角的影响因素设计了5个波形钢板混凝土推出试件，研究波形钢板与混凝土界面间粘结滑移力学性能.根据试验结果，提出了粘结强度特征值与波角的计算公式，发现波形钢板表面应变沿锚固深度呈指数分布规律.同时，得出了波形钢板等效应变特征值与波角的关系，提出了波形钢板等效应力计算公式.最后，通过对比分析基于弹性力学的粘结应力理论公式解和试验所得等效粘结应力解，发现两者吻合良好
Abstract:
According to the experimental results of shearing bond-slip for composite floor with profiled steel sheet and shape steel concrete members, the interface distributions relations of bond stress and strain are obtained. Based on experimental data, a reasonable assumption is put forward for the bond-slip mechanics of corrugated steel plate under axial force. The theoretical formulas of stress and displacement of concrete and corrugated steel plate are suggested based on elasticity theory, and the theoretical formulas of interface bond-slip are found, which provides a basis for the finite element analysis for corrugated steel plate concrete composite members. By considering the concrete pouring method and the angle of wave, five corrugated steel concrete specimens were designed to study the bond-slip mechanical properties between the corrugated steel plate and the concrete interface. According to the experimental results, the formula of the characteristic value of the bond strength and the wave angle are proposed. It is found that the surface strain of the corrugated steel plate is exponentially distributed along the anchoring depth. At the same time, the relationship between the equivalent characteristic value of strain and the wave angle of the corrugated steel plate is obtained, and the formula for calculating the equivalent stress of the corrugated steel plate is proposed. Finally, it is found that both of them are in good agreement by comparing the theoretical formula of bond stress based on elastic mechanics and the equivalent bond stress solution obtained from the experiment.

参考文献/References:

[1]肖季秋, 钟树生, 邹良明. 劲性钢筋混凝土粘结性能的试验研究[J]. 四川建筑科学研究, 1992(4):2-6.

XIAO Jiqiu, ZHONG Shusheng, ZOU Liangming. Experimetal study on bond performance of stiffened reinforced concrete[J].Sichuan Architecture Science Study, 1992(4):2-6.

[2]刘灿, 何益斌. 劲性混凝土粘结性能的试验研究[J]. 湖南大学学报(自然科学版), 2002(S1):168-173.

LIU Can, HE Yinbin. Experimental study on bond behavior of steel reinforced concrete[J]. Journal of Hunan University (natural sciences edition) , 2002(S1):168-173.

[3]郑山锁, 杨勇, 薛建阳,等. 型钢混凝土粘结滑移性能研究[J]. 土木工程学报, 2002, 35(4):47-51.

ZHENG Shansuo, YANG Yong, XUE Jianyang, et al. Research on bond-slip properties of steel reinforced concrete[J]. China Civil Engineering Journal, 2002, 35(4): 47-51.

[4]孙国良, 王英杰. 劲性砼柱端部轴力传递性能的试验研究与计算[J]. 建筑结构学报, 1989, 10(6):40-49.

SUN Guoliang, Wang Yingjie. Experimental study and calculation of the axial force transmission performance of stiffened concrete column[J]. Journal of Building Structures, 1989, 10(6):40-49.

[5]杨勇，郭子雄,薛建阳，等.型钢混凝土粘结滑移性能试验研究[J].建筑结构学报,2005,26(4):1-9.

YANG Yong, GUO Zixiong, XUE Jianyang, et al. Experiment study on bond slip behavior between section steel and concrete in SRC structures[J].Journal of Building Strctures,2005,26(4):1-9.

[6]郑山锁, 邓国专. 型钢混凝土结构粘结滑移本构关系研究[J].哈尔滨工业大学学报, 2005,37(S1):524-527.

ZHENG Shansuo, DENG Guozhuan. Study on bond-slip constitutive relationship of steel reinforced concrete composite structures[J].Journal of Harbin Institute of Technology, 2005,37(S1):524-527.

[7]郑山锁, 邓国专, 杨勇,等. 型钢混凝土结构粘结滑移性能试验研究[J]. 工程力学, 2003, 20(5):63-69.

ZHENG Shansuo, DENG Guozhuan, YANG Yong, et al.Experimental study of bond-slip performance between steel and concrete in SRC structures[J]. Engineering Mechanics, 2003, 20(5):63-69.

[8]薛建阳, 赵鸿铁, 杨勇,等. 型钢混凝土柱粘结滑移性能及ANSYS数值模拟方法研究[J]. 建筑钢结构进展, 2006, 8(5):8-16.

XUE Jianyang, ZHAO Hongtie, YANG Yong, et al. Research on the bond-slip behavior and numerical simulation of steel reinforced concrete columns by ANSYS program[J]. Progress in Steel Building Structures, 2006, 8(5):8-16.

[9]詹建敏, 吴炎海. 压型钢板-混凝土组合楼板剪切粘结承载力试验研究[J]. 福建建筑, 2002(3):27-30.

ZHAN Jianmin, WU Yanhai. A test research on the horizontal shear-bond capacity of composite slabs[J]. Fujian Architecture & Construction, 2002(3):27-30.

[10]史庆轩, 郝家欢, 张兴虎. 压型钢板-混凝土组合楼板剪切粘结滑移性能的试验研究[J]. 哈尔滨工业大学学学报, 2007,39(S1): 329-332.

SHI Qingxuan, HAO Jiahuan, ZHANG Xinghu. Experiments on shear-bond-slip behavior of steel deck and concrete composite slabs[J]. Journal of Harbin Institute of Technology,2007,39(S1):329-332.

[11]白力更, 赵辉, 史庆轩. 压型钢板-混凝土组合楼板剪切-粘结试验研究[J]. 钢结构, 2005, 20(3):30-34.

BAI Ligeng, ZHAO hui，SHI Qingxuan. Shear-bond experimental study of cold-formed steel deck and concrete composite floors[J]. Steel Construction, 2005, 20(3):30-34.

[12]郝家欢.压型钢板-混凝土组合楼板剪切粘结滑移性能试验研究[D].西安：西安建筑科技大学，2007.

HAO Jiahuan. Experimental study on shear bond-slip behavior of profiled sheeting concrete composite slabs[D].Xi′an Univ. of Arch. & Tech., 2007.

[13]徐芝伦. 弹性力学（上册）[M].4版.北京:高等教育出版社,2006.


XU Zhilun. Elasticity Mechanics(Vol.1)[M].4th ed. Beijing: Higher Education Press,2006.

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备注/Memo

备注/Memo:
收稿日期:2016-12-20修改稿日期:2018-01-15

基金项目:国家自然科学基金项目（51578449；51478383）;陕西省自然科学基金项目（2015JM5192）

第一作者:王威（1972－），男，教授，主要从事混凝土组合结构、混合结构的研究. E-mail:wangwgh1972@163.com
更新日期/Last Update: 2018-03-15