Please wait a minute...
王国庆1,2 , 程壮1, 王振宇1, 陈枫1, 张毅1
1.浙江大学 建筑工程学院,浙江 杭州310058;2.浙江省能源局,浙江 杭州 310025
Shear capacity of composite member of high strength grouted cement paste and steel plate with shear keys
WANG Guo-qing1,2, CHENG Zhuang1, WANG Zhen-yu1, CHEN Feng1, ZHANG Yi1
1. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China;2. Zhejiang Provincial Bureau of Energy, Hangzhou 310025, China
 全文: PDF(1742 KB)   HTML



Composite member of high strength grouted cement paste and steel plate with shear keys, as a part of grouted tubular connection, was investigated with regards to its shear capacity characteristics by shear tests on four specimens subjected to different initial normal stress. The test results demonstrate that loading process curve of specimens includes three stages, namely elastic stage, cement paste cracking stage and interface friction slipping stage. Grouted cement paste mainly cracks through lines joining shear keys of two steel plates successively. Specimen subjected to larger initial normal stress generally shows higher peak strength. Shearing process of the specimens was numerically simulated using the brittle cracking model. Failure mode and loading process curve of specimens derived from numerically modeling were basically consistent with those acquired from tests.

出版日期: 2015-09-10
:  TU 398  

国家自然科学基金资助项目(51179171, 51079127, 51279180);国家“973”重点基础研究发展规划资助项目(2013CB035901)

通讯作者: 王振宇,男,副教授     E-mail:
作者简介: 王国庆(1976-),男,工程师,从事海上风电的研究. E-mail:
E-mail Alert


王国庆, 程壮, 王振宇, 陈枫, 张毅. 带剪力键钢板-高强灌浆体的抗剪承载力[J]. 浙江大学学报(工学版), 10.3785/j.issn.1008-973X.2015.07.012.

WANG Guo-qing, CHENG Zhuang, WANG Zhen-yu, CHEN Feng, ZHANG Yi. Shear capacity of composite member of high strength grouted cement paste and steel plate with shear keys. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 10.3785/j.issn.1008-973X.2015.07.012.


[1] KLOSE M, FABER T, SCHAUMANN P, et al. Grouted connections for offshore wind turbines [C]∥Proceedings of the 18th International Offshore and Polar Engineering Conference. Vancouver: [s. n.], 2008: 425-430.
[2] LOTSBERG I. Structural mechanics for design of grouted connections in monopile wind turbine structures [J]. Marine Structures, 2013, 32: 113-135.
[3]SCHAUMANN P, LOCHTE-HOLTGREVEN S, BECHTEL A. Fatigue design for axially loaded grouted connections of offshore wind turbine support structures in deeper waters [C]∥ 12th Biennial International Conference on Engineering, Construction, and Operations in Challenging Environments. United States: [s. n.], 2010: 2047-2054.
[4] EN 1993-1-9, Eurocode 3: design of steel structures-Part 1-9: fatigue [S]. Brussels: European Committee for Standardization, 2005.
[5] CEB-FIP, Model Code 1990: Comité Euro-International du Béton [S]. London: Thomas Telford Services Ltd, 1993.
[6] XU Zeng-quan, MAU S T, CHEN Bin. Theory on shear transfer strength of reinforced concrete [J]. ACI Structural Journal, 1987, 84(2): 149-160.
[7] HWANG S J, YU H W, LEE H J. Theory of interface shear capacity of reinforced concrete [J]. Journal of Structural Engineering, 2000, 126(6): 700-707.
[8] GOHNERT M. Proposed theory to determine the horizontal shear between composite precast and in situ concrete [J]. Cement and Concrete Composites, 2000, 22(6): 469-476.
[9] ZILCH K, REINECKE R. Capacity of shear joints between high-strength precast elements and normal-strength cast-in-place decks [C]∥ International Symposium on High Performance Concrete. Orlando: [s, n], 2000: 551-560.
[10] THOMANN M, LEBET J P. A mechanical model for connections by adherence for steel-concrete composite beams [J]. Engineering Structures, 2008, 30(1): 163-173.
[11] CAIRNS J,DU Y,LAW D. Influence of corrosion on the friction characteristics of the steel/concrete interface [J]. Construction and Building Materials, 2007, 21(1): 190-197.
[12] NGO T T, KADRI E H, BENNACER R, et al. Use of tribometer to estimate interface friction and concrete boundary layer composition during the fluid concrete pumping [J]. Construction and Building Materials, 2010, 24(7): 1253-1261.
[13] RICHARD B, RAGUENEAU F, CREMONA C, et al. A three-dimensional steel/concrete interface model including corrosion effects [J]. Engineering Fracture Mechanics, 2010, 77(6): 951-973.
[14] LEE Y H,JOO Y T,LEE T, et al. Mechanical properties of constitutive parameters in steel-concrete interface [J].Engineering Structures, 2011, 33(4): 1277-1290.
[15] ARAB A A,BADIE S S,MANZARI M T. A methodological approach for finite element modeling of pretensioned concrete members at the release of pretensioning [J]. Engineering Structures, 2011, 33(6): 1918-1929.
[16] BOUHAROUN S, DE CARO P, DUBOIS I, et al. Effect of a superplasticizer on the properties of the concrete/oil/formwork interface [J]. Construction and Building Materials, 2013, 47: 1137-1144.
[17] KWON S H,PHUNG Q T,PARK H Y,et al. Effect of wall friction on variation of formwork pressure over time in self-consolidating concrete [J]. Cement and Concrete Research, 2011, 41(1): 90-101.
[18] KITOH H, SONODA K. Bond characteristics of embossed steel elements [C]∥ Proceedings of an Engineering Foundation Conference. New York: ASCE, 1996.
[19] THOMANN M, LEBET J P. The modeling of an embossed steel-to-paste confined interface loaded in shear [J]. Journal of Constructional Steel Research, 2007, 63(5): 639-646.
[20]王金昌,陈页开. ABAQUS在土木工程中的应用[M]. 杭州:浙江大学出版社,2006.24.

[1] 蒋翔, 童根树, 张磊. 耐火钢-混凝土组合梁抗火性能试验[J]. 浙江大学学报(工学版), 2016, 50(8): 1463-1470.
[2] 何光辉,汪德江,杨骁. 考虑界面不可压的高阶组合梁静力弯曲——位移法与混合型的有限元分析[J]. 浙江大学学报(工学版), 2015, 49(9): 1716-1724.
[3] 苏宁粉, 吕西林, 周颖, 齐虎. 某立面收进复杂高层建筑结构抗震性能评估[J]. J4, 2012, 46(10): 1893-1899.
[4] 欧阳雯欣, 王清远, 石宵爽, 谭莲飞, 彭泽维. PBL剪力连接件的疲劳试验与分析[J]. J4, 2012, 46(6): 1090-1096.
[5] 王振华, 董石麟, 田伟, 袁行飞. 索穹顶与单层网壳组合结构的模型试验研究[J]. J4, 2010, 44(8): 1608-1614.