The effect of fibers on concrete stress and computing the mean crack width

Publish Year: 1394
نوع سند: مقاله کنفرانسی
زبان: English
View: 437

This Paper With 7 Page And PDF Format Ready To Download

  • Certificate
  • من نویسنده این مقاله هستم

استخراج به نرم افزارهای پژوهشی:

لینک ثابت به این Paper:

شناسه ملی سند علمی:

ICSAU03_0611

تاریخ نمایه سازی: 12 تیر 1395

Abstract:

One of the most important characteristics of steel fiber in concrete is to resist against crack propagation and increasing the concrete shear resistance. More than 100 years age, the use of fiber in concrete has been started and from that then on its usage increase in the different type of fiber and also in different part such as the airport runways, bridge deck, dams, industrial floors.In the concrete, fibers by creating bridges through cracks provide further resistance against crack development. Therefore, steel fibers in the reinforcement concrete changed the behavior from brittle to ductile and decrease shear failure. In this study, try to investigate stress of concrete in the presents of steel fibers and using fibers instant of stirrups

Authors

Orod Zarrinkafsh

Faculty of Civil Engineering, Eastern Mediterranean University, Famagusta, Cyprus

Mohesn Ramezan Shirazi

Faculty of Civil Engineering, Eastern Mediterranean University, Famagusta, Cyprus

مراجع و منابع این Paper:

لیست زیر مراجع و منابع استفاده شده در این Paper را نمایش می دهد. این مراجع به صورت کاملا ماشینی و بر اساس هوش مصنوعی استخراج شده اند و لذا ممکن است دارای اشکالاتی باشند که به مرور زمان دقت استخراج این محتوا افزایش می یابد. مراجعی که مقالات مربوط به آنها در سیویلیکا نمایه شده و پیدا شده اند، به خود Paper لینک شده اند :
  • Sarmiento, E. (2011). Influence of concrete flow on the mechanical ...
  • ACI Committee 544. (1990). State-of-the-ar report on fiber reinforced concrete. ...
  • Nehdi, M. & Ladanchuk, JD. (2004). Fiber synergy in fib ...
  • Tlemat, H., Pilakoutas, K. & Neocleous, K. (2003). Pullout behaviour ...
  • Malhotra, V.M., Garette, G.G. & Bilodeau, A. (1994). Mechanical properties ...
  • Nanni, A. (1988). Sp litting-tension test for fiber reinforced concrete. ...
  • 31 December 2015, Shahid Beheshti University , Tehran , Iran ...
  • Narayanan, R. & Darwish, I. Y. S. (1987). Use of ...
  • Li, V.C., Ward, R. & Hamza, A. M. (1992). Steel ...
  • Lim, D.H. & Oh, B.H. (1999). Experimental and theoretical investigation ...
  • Mansur, M. A., Ong, K.C.G. & Paramasivam, P. (1986). Shear ...
  • Ramakrishna, G. & Sundararajan, T. (2005). Studies on the durability ...
  • Mipenz, A (2001), Steel fibre reinforced concrete (SFRC) - Quality, ...
  • Banthia, N. (2013). FRC: Milestone in international Research and development, ...
  • Vikrant, S., Vairagade, K. & Kene, S. (2012). Introduction o ...
  • Brown, J. & Atkinson, T. (2013). Propex Concrete Systems (International), ...
  • Chen, B. & Liu, J. (2000). Contribution of hybrid fibers ...
  • Mansur, M.A., Ong, K.C.G. & Paramasivam, P. (1986). Shear strength ...
  • Naaman, A.E.(2003). Strain hardening and deflection hardening fiber reinforced cement ...
  • Campione, G. (2008). Simplified flexural response of steel fib er-reinforced ...
  • Campione, G. & Mangiavillano, M.L. (2008). Fibrous reinforced concrete beams ...
  • Radtke, F.K.F., Simone, A. & Sluys, L. (2010). A computational ...
  • EFNARC. (2002). Specification and guidelines for s elf-compacting concrete. European ...
  • Choi, K.K. & Park, H.G. (2007). Unified shear strength model ...
  • ENV 1992-1- 1. (1991). Eurocode 2: Design of concrete structures ...
  • Vandewalle, L. (2000). Cracking behaviour of concrete beams reinforced with ...
  • 31 December 2015, Shahid Beheshti University , Tehran , Iran ...
  • Nemegeer, D., Vandewalle, L., Nieuwenburg, D., Van Gysel, A., Vyncke, ...
  • Marini, A., Zanotti, C. & Plizzari, G. (2008). Seismic strengthening ...
  • Fritih, Y., Vidal, T., Turatsinze, A. & Pons, G. (2013). ...
  • نمایش کامل مراجع