期刊文献+

PVA-ECC桥面连接板的力学性能 被引量:4

MECHANICAL PERFORMANCE OF BRIDGE DECK LINK SLAB DESIGNED WITH PVA-ECC
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摘要 PVA-ECC桥面连接板是指PVA-ECC应用于简支梁桥的两跨或多跨桥在跨间桥面横向连接缝处的连接板。文中分析了桥面连接板的内力和变形量,研究结果表明:PVA-ECC材料桥面连接板受力性能和变形量满足公路规范要求,连接板开裂后裂缝密而均匀,优于普通混凝土桥面连接板。 PVA-ECC link slab of bridge deck is the section which located at the transverse connec- tion joint of two spans or several spans of simple beam bridge. This paper analyzed the internal forces and deformations of link slab. The results show that the mechanical behaviors and deformations of PVA-ECC link slab meet requirements of highway standard. The cracks of the link slab are dense and uniform, bet- ter than the common concrete link slab.
出处 《低温建筑技术》 2013年第2期30-32,共3页 Low Temperature Architecture Technology
基金 河北省交通厅科技项目(Y-090121)
关键词 桥面板 PVA-ECC连接板 横向连接缝 裂缝 bridge deck PVA- ECC link slab transverse joint crack
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参考文献6

  • 1Li V C,M Lepech.Crack Resistant Concrete Material for Transpor-tation Construction[R].Michigan:University of Michigan,2004.
  • 2Yun Yong Kim,Gregor Fischer,Victor C Li.Performance ofBridge Deck Link Slabs Designed with Ductile Engineered Cemen-titious Composite[J].ACI Structure Jounal,2004,(11-12):792-801.
  • 3刘金春.结构力学[M].武汉:华中科技大学出版社,2008.
  • 4JIGD62-2004,公路钢筋混凝土和预应力混凝土桥涵规范[S].
  • 5Victor C Li.Integrated structures and materials design[J].Materi-als and Structures,2006.
  • 6田稳苓,刘超,王晓伟,慕儒,李帆,陈培.PVA纤维增强水泥基复合材料基本性能及其工程应用[J].中国港湾建设,2012,32(1):26-28. 被引量:10

二级参考文献16

  • 1LiVictorC.Progress and Application of Engineered CementitiousComposites.硅酸盐学报,2007,:531-536.
  • 2Li Victor C,Leung C K Y.Steady State and Multiple Cracking ofShort Random Fiber Composites[J].Journal of Engineering Me-chanics,1992,188(11):2 246-2 264.
  • 3Li Victor C.On Engineered Cementitious Composites(ECC):AReview of the Material and Its Applications[J].Adv ConcreteTechnol,2003,1(3):215-230.
  • 4Li Victor C,Obla K H.Effect of Fiber Length Variation on TensileProperties of Carbon Fiber Cement Composites[J].Composites En-gineering,1994,4(9):947-964.
  • 5Li Victor C,Wu H C,Maalej M.Tensile Behavior of Cement BasedComposites with Random Discontinuous Steel Fibers[J].Journal ofthe American Ceramic Society,1996,79(1):74-78.
  • 6Li Victor C,Wang S,Wu H C.Tensile Srain-hardening Behavior ofPVA-ECC[J].Materials Journal,2001,98(6):483-492.
  • 7Stang H,Li V C.Extrusion of ECC-Material[C] //Proceedings ofHigh Performance Fiber Reinforced Cement Composites 3(HPFR-CC-3).New York:Chapman&Hull,1999:203-212.
  • 8Kong H J,Bike S G,Li V C.Development of a Self-ConsolidatingEngineered Cementitious Composite Employing Electrosteric Dis-persion/Stabilization[J].Cement and Concrete Composites,2003,25(3):301-309.
  • 9Vasillag X.Investigating the Shear Characteristics of High Perfor-mance Fiber Reinforced Concrete[D].Toronto:University of Toron-to,2003.
  • 10Wang S,Li Victor C.Polyvinyl Alcohol Fiber Reinforced Engi-neered Cementitious Composites:Material Design and Perfor-mances[C] //Proceedings of International RILEM Workshop onHPFRCC in Structural Applications.RILEM SARL,2006:65-73.

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