Numerical Analysis to the Adhesive Interface Effects to Ultimate Bearing Capacity of Superimposed Shear Wall
CSTR:
Author:
Clc Number:

TU375

  • Article
  • | |
  • Metrics
  • |
  • Reference [64]
  • |
  • Related [20]
  • |
  • Cited by [0]
  • | |
  • Comments
    Abstract:

    Formulas which were most commonly used to calculate interface shear strength specified in foreign codes were summarized, the contact interaction between the precast concrete layer and the concrete core is modelled using a cohesive property interaction to define the separation behavior between the two surfaces. The result shows that the tractionseparation models for surfaces can reflect the level of delamination and damage in interface between the precast concrete layer and the concrete core. There is small influence on ultimate bearing capacity of superimposed shear wall under different axial compression ratio, the degree of damage and delamination in the interface of superimposed shear walls with castinsitu boundary element is lower than the superimposed shear walls with prefabricated boundary element.

    Reference
    [1] Sokolinsky VS, Shen H, Vaikhanski L, Nutt SR. Experimental and analytical study of nonlinear bending response of sandwich beams[J]. Composite Structure. 60:219-229,2003.
    [2] Miracle Daniel B, Donaldson Steven L. ASM handbook[M]. Composites, vol. 2. 2001.
    [3] Zenkert D. An introduction to sandwich constructions[M]. London: EMAS; 1995.
    [4] Allen HG. Analysis and design of structural sandwich plates [M]. Franklin Book Co., 1969.
    [5] Gay D, Hoa SV. Composite materials: design and applications. 2nd ed. Taylor &Francis group, LLC; 2007.
    [6] Benayoune, A., Samad, A. A. A., Trikha, D. N., Ali, A. A. A. & Ellinna, S.H.M. Flexural Behaviors of Precast Concrete Sandwich Composite Panel - Experimental and Theoretical Investigations[J]. Construction and Building Materials, 22:580-592,2008.
    [7]Mahendran, M. & Subaaharan, S. Shear Strength of Sandwich Panel Systems[J]. Australian Journal of Structural Engineering, 3(3):115-126. 2002
    [8]Gara, F., Ragni, L., Roia, D. & Dezi, L. Experimental tests and numerical modeling of wall sandwich panels[J]. Engineering Structures .37:193-204,2012.
    [9]Hamid, A. & Fudzee, M. Seismic Performance Of Insulated Sandwich Wall Panel(ISWP) Under In-plane Lateral Cyclic Loading[J]. International Journal of Emerging Technology and Advanced Engineering, 3(3):1-7,2013.
    [10]H. Mahfuz, S. I. Muhammad, K. R. Vijaya, C. S. Mrinal, andJ. Shaik, Response of sandwich composites with nanophased cores under flexural loading[J]. Composites B, 35(6-8):543-550, 2004.
    [11]S. Liang and H. L. Chen, Investigation on the square cell honeycomb structures under axial loading[J].Composite Structures, 72(4):446-454, 2006.
    [12]连星.叠合板式剪力墙的抗震性能实验分析及理论研究[D].合肥:合肥工业大学,2009.6
    LIAN Xing. Experimental analysis and theoretical research on seismic performance of laminated plate shear wall[D].HEFEI: HEFEI UNIVERSITY OF TECHNOLOGY,2009.6(in Chinese)
    [13]沈小璞,马巍等.叠合混凝土墙板竖向拼缝连接抗震性能试验研究[J].合肥工业大学学报2010,33(9):1366-1371
    SHEN Xiao-pu, MA Wei,et,al. Experimental study of the seismic performance of the vertical joint seam of superimposed concrete wall panels[J].JOURNAL OF HEFEI UNIVERSITY OF TECHNOLOGY,2010,33(9):1366-1371(in Chinese)
    [14]张伟林,沈小璞,吴志新,等.叠合板式剪力墙T 型,L 型墙体抗震性能试验研究[J].工程力学,2012,29( 6) : 196-201
    ZHANG Wei-lin, SHEN Xiao-pu, WU Zhi-xin,et,al. Experimental Study of Seismic Performance on T and L Types Superimposed- shear-walls Structure[J]. Engineering Mechanics,2012,29(6): 196-201(in Chinese)
    [15]李宁.半装配叠合板式剪力墙工字形试件试验研究及数值模拟 [D].合肥:合肥工业大学,2012.4
    LI Ning.Experimental Study and Numerical Simulation of I-shaped Reinforced Concrete Semi-precast Shear Wall [D].HEFEI: HEFEI UNIVERSITY OF TECHNOLOGY,2012.4(in Chinese)
    [16]周博文.嵌入式基础叠合板剪力墙平面外受弯性能试验研究与数值模拟分析[D].合肥:合肥工业大学,2013.4
    ZHOU Bo-wen. Experimental Study and Numerical Simulation Analysis on Out-of-plan Bending Behavior of the Superimposed Shear Wall with Embedded Foundation. [D].HEFEI: HEFEI UNIVERSITY OF TECHNOLOGY,2013.4(in Chinese)
    [17]王滋军,刘伟庆,叶燕华,等.钢筋混凝土开洞叠合剪力墙抗震性能试验研究[J].建筑结构学报,2012,33( 7) : 156-163
    WANG Zi-jun, LIU Weiqing, YE Yan-hua, et,al. Experimental study on seismic behavior of reinforced concrete composite shear wall with opening[J].Journal of Building Structures, 2012,33( 7) : 156-163. (in Chinese)
    [18]王滋军,刘伟庆,魏威,等.钢筋混凝土水平拼接叠合剪力墙抗震性能试验研究[J].建筑结构学报,2012,33 ( 7) :147-155
    WANG Zi-jun, LIU Weiqing, WEI Wei, et,al. Experimental study on seismic behavior of reinforced concrete composite shear wall with level splice[J].Journal of Building Structures, 2012,33 ( 7) :147-155. (in Chinese)
    [19]叶燕华,孙锐等.预制墙板内现浇自密实混凝土叠合剪力墙抗震性能试验研究[J].建筑结构学报,2014,35(7)138-144
    YE Yanhua,SUN Rui, et,al.Eperimental study on seismic behavior of SCC and precast NC composite shear wall[J].Journal of Building Structures,2014, 35(7) :138-144(in Chinese)
    [20]Bcnayounc A,Samad A A A. Structural behaviour of eccentrically loaded precast sandwich panels[J]. Construction and Building Materials,2006,20(9):713-724
    [21] Kampner M, Grenestedt JL. On using corrugated skins to carry shear in sandwich beams[J]. Composite Structure .85:139-148, 2007.
    [22] Styles M, Compton P, Kalyanasundaram S. The effect of core thickness on the flexural behavior of aluminium foam sandwich structures[J]. Composite Structure.80:532-538, 2007.
    [23] A. Mostafa , K. Shankar, E.V. Morozov. Insight into the shear behavior of composite sandwich panels with foam core[J].,Materials and Design.50:92-101,2013
    [24] Marsh G. Augmenting core values[J]. Reinforced Plastics. 51(5):34-38.,2007;
    [25] Daniel IM, Abot JL. Fabrication, testing and analysis of composite sandwich beams[J]. Composite Science Technology 60:2455-63,2000.
    [26] Dai J, Thomas Hahn H. Flexural behavior of sandwich beams fabricated by vacuum-assisted resin transfer moulding[J]. Composite Structure .61:247-253,2003.
    [27] Mahfuz H, Islam MS, Rangari VK, Saha MC, Jeelani S. Response of sandwich composites with nanophased cores under flexural loading[J]. Composites Part B. 35:543-550, 2004.
    [28] CEB-FIP Model Code 1990 for concrete structures[S]. Comité Euro-International du Béton, Secretariat Permanent, Case Postale 88, CH-1015 Lausanne, Switzerland, 1990.
    [29] Eurocode 2. Design of concrete structures. Part 1-1: General rules and rules for buildings[S]. European Committee for Standardization, 2004.
    [30] BS 8110-1.Structural use of concrete. Part 1: Code of practice for design and construction[S]. British Standard Institute, London, 1997.
    [31] ACI 318.Building code requirements for structural concrete (ACI 318-08) and commentary[S].Committee 318, American Concrete Institute, PO Box 9094, Farmington Hills, MI 48333-9094, USA, 2008.
    [32] CAN/CSA A23.3. Design of concrete structures - Structures design[S]. Canadian Standards Association, 178 Rexdale Boulevard, Rexdale, Ontario, M9W 1R3, 2004.
    [33] AASHTO LFRD Bridge Design Specifications, American Association of State Highway and Transportation Officials[S]. 4th edition, SI units edition, 2007, ISBN 1-56051-354-3.
    [34] AASHTO Standard Specifications for Highway Bridges, American Association of State Highway and Transportation Officials[S]. 16th edition, 1996, ISBN 1-56051-040-6.
    [35] PCI Design Handbook[S]. Precast/Prestressed Concrete Institute, 6th edition, 2004, ISBN 0-937040-71-1.
    [36]Birkeland, P.W. and Birkeland, H.W. Connections in precast concrete construction[J]. Journal of the American Concrete Institute, 63(3):345-368, 1966.
    [37]Zilch, K. and Reinecke, R. - Capacity of shear joints between high-strength precast elements and normal-strength cast-in-place decks[C].FIB International Symposium on High Performance Concrete, Orlando, USA, 25-27 September 2000.
    [38] Hanson, N.W. Precast-prestressed concrete bridges 2. Horizontal shear connections, Development Department Bulletin D35, Portland Cement Association, 2(2):38-58, 1960.
    [39]Papanicolaou, C.G. and Triantafillou, T.C. - Shear transfer capacity along pumice aggregate concrete and high-performance concrete interfaces[J]. Materials and Structures, 35(4): 237-245, 2002.
    [40] 叶果.新老混凝土界面抗剪性能研究[D].重庆大学,2011.4
    Ye Guo. Study on the Anti-shear Behavior of Bond-Interface Between New and Old Concrete [D]. CHONGQIN UNIVERSITY ,2011.4(in Chinese)
    [41] Carlos Sousa, Afonso Serra Neves. Push-Off Tests in the Study of Cyclic Behavior of Interfaces between Concretes Cast at Different Times[J].Journal of Structural Engineering, 142(1), 04015101, 2015.
    [42] ABAQUS, ABAQUS Analysis User’s Manual; 2012.
    [43] SOUDKI K A,WEST JS,RIZKALLA S H, et al. Horizontal connections for precast concrete shear wall panels under cyclic shear loading[J]. PCI Journal, 1996, 41(3):64-80
    [44]FOERSTER H R, RIZKALLA S H, HEUVEL J S. Behavior and design of shear connections for loadbearing wall panels[J].PCI Journal ,1989,34(1):102-119
    [45]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
    Code for concrete structure design (GB 50010-2010) [S].Beijing:China Building Industry Press, 2011
    [46]装配式混凝土结构技术规程(征求意见稿) [S].2010.
    Technical specification for precast concrete structures(revised opinion manuscript)[S].2010.
    [47] Birkeland, P.W. and Birkeland, H.W. Connections in precast concrete construction[J].Journal of the American Concrete Institute, 63(3):345-368, 1966.
    [48] Mattock, A. H.; Hawkins, N. M., Shear transfer in reinforced concrete[J]. PCI Journal, 17(2):55-75, 1972.
    [49] Loov, R.E. and Patnaik, A.K. Horizontal shear strength of composite concrete beams with a rough interface[J].PCI Journal, 39(1):48-69, 1994.
    [50] Kahn, L.F. and Mitchell, A.D. Shear friction tests with high-strength concrete[J]. ACI Structural Journal, 99(1):98-103, 2002.
    [51] Mansur, M.A., Vinayagam, T. and Tan, K.H. Shear transfer across a crack in reinforced high-strength concrete[J]. Journal of Materials in Civil Engineering. 20(4): 294-302, 2008.
    [52]杨联萍 余少乐 张其林 崔家春. 不同轴压比下叠合板式剪力墙结构抗震性能分析[J]. 振动与冲击, 2016, 35(9): 36-47.
    Yang Lianping Yu SHaole Zhang Qilin Cui Jiachun. Seismic behavior research of the superimposed shear walls under different axial-load ratios. JOURNAL OF VIBRATION AND SHOCK, 2016, 35(9): 36-47.
    Comments
    Comments
    分享到微博
    Submit
Get Citation

YANG Lianping, YU Shaole, ZHANG Qilin, CUI Jiachun. Numerical Analysis to the Adhesive Interface Effects to Ultimate Bearing Capacity of Superimposed Shear Wall[J].同济大学学报(自然科学版),2016,44(12):1810~1818

Copy
Share
Article Metrics
  • Abstract:1355
  • PDF: 939
  • HTML: 29
  • Cited by: 0
History
  • Received:March 09,2016
  • Revised:November 04,2016
  • Adopted:September 26,2016
  • Online: January 10,2017
Article QR Code