期刊文献+

纤维高性能混凝土的高温力学性能试验研究

Experimental Study on Mechanical Properties of Fiber Reinforced High Performance Concrete with High Temperature
在线阅读 下载PDF
导出
摘要 进行了高温前后纤维高性能混凝土抗压强度与抗弯性能试验。试验结果表明,纤维可降低高温对混凝土抗压强度的影响,钢纤维能显著提高混凝土的弯曲韧性。与单掺钢纤维的混凝土相比,玻璃纤维对高温后混凝土力学性能的改善程度比较有限,混杂纤维混凝土具有等效或更出色的高温前后力学性能。 The compressive strength and flexural properties of fiber reinforced high performance concrete before and after high temperatures are tested.The results show that fiber can decrease the effects of temperature on compressive strength of concrete,and steel fiber can obviously improve the flexural toughness of concrete.Compared with the concrete just adding steel fiber,the improving degree of mechanical properties of concrete after high temperature is limited by glass fiber.Hybrid fiber reinforced concrete has the same or even better mechanical properties before and after high temperatures.
作者 于朝阳
出处 《混凝土与水泥制品》 北大核心 2011年第2期40-43,共4页 China Concrete and Cement Products
关键词 纤维混凝土 高温 抗压强度 弯曲韧性 Fiber reinforced concrete(FRC) High temperature Compressive strength Flexural toughness
  • 相关文献

参考文献11

  • 1Zollo R F. Fiber-reinforced Concrete: an Overview after 30 Years of Development. Cement and Concrete Composites, 1997, 19(2): 107-122.
  • 2Balendran R V, Zhou F P, Nadeem A, et al. Influence of Steel Fibers on Strength and Ductility of Normal and Lightweight High Strength Concrete. Building and Environment, 2002, 37(12): 1361-67.
  • 3Xiao J, Koenig G. Study on Concrete at High Temperature in China-an Overview. Fire Safety Journal, 2004, (39): 89-103.
  • 4Poon C S, Shui Z H, Lam L. Compressive Behavior of Fiber Reinforced High-performance Concrete Subjected to Elevated Temperature. Cement and Concrete Research, 2004, 34 (12): 2215-22.
  • 5Luo X. A Study of High Performance Concrete: Fire Resistance, Mechanism and Numerical Simulation. PhD Thesis, Southeast University, 2001 [In Chinese].
  • 6Zhang B S, Bicanic N, Pearce C J, et al. Relationship between Brittleness and Moisture Loss of Concrete Exposed to High Temperatures. Cement and Concrete Research, 2002, 32 (3): 363-371.
  • 7Hertz K D. Limits of Spalling of Fire-exposed Concrete. Fire Safety Journal, 2003, 38(2): 103-116.
  • 8RILEM TC 162-TDF: Test and Design Methods for Steel Fiber Reinforced Concrete -- BENDING TEST. Materials and structure, 2002, (35): 579-582.
  • 9RILEM Draft Recommendation TC50-FCM: Determination of Fracture Energy of Mortar and Concrete by Means of Three Point Bend Tests on Notched Beams. Materials and Structures,1985, 18 (106): 285 - 290.
  • 10Chen B, Liu J Y. Residual strength of hrbrid-fiber- reinforced high-strength concrete after exposure to high temperatures. Cement and Concrete Research, 2004, 30 (6): 1065-1069.

二级参考文献4

  • 1DING Y.Die Untersuchung zum faserversti rkten Selbstverdichtenden-Hochleistungsbeton fur die konstruktive Anwendung yon FRSCHPC[R].Innsbruck:University of Innsbruck,2004.
  • 2DBV-Merk1att,1998.Bemessungsgrundlagen fur Stahlfaserbeton im Tunnelbau[S].
  • 3Designalion C 1550 02.Standard Test Method for F1exural Toughness 0f FibN Reinforced Concretr[S].
  • 4DING Y.Eigenschaften von Faserbenton und Faserspritzbeton,ISBN 3-89821-295-5[M].Hannover:ibidem-Verlag,2003.

共引文献31

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部