A study on the effects of high temperature on mechanical properties of fiber reinforced cementitious composites

2012 ◽  
Vol 43 (5) ◽  
pp. 2452-2463 ◽  
Author(s):  
Ahmet Çavdar
Keyword(s):  
Mechanical Properties ◽  
High Temperature ◽  
Cementitious Composites ◽  
Fiber Reinforced ◽  
Fiber Reinforced Cementitious Composites

scholarly journals Self-Healing Capability of Fiber-Reinforced Cementitious Composites for Recovery of Watertightness and Mechanical Properties

Materials ◽  
2014 ◽  
Vol 7 (3) ◽  
pp. 2141-2154 ◽  
Author(s):  
Tomoya Nishiwaki ◽  
Sukmin Kwon ◽  
Daisuke Homma ◽  
Makoto Yamada ◽  
Hirozo Mihashi
Keyword(s):  
Mechanical Properties ◽  
Cementitious Composites ◽  
Self Healing ◽  
Fiber Reinforced ◽  
Fiber Reinforced Cementitious Composites

Mechanical properties of high performance fiber reinforced cementitious composites

2014 ◽  
Vol 71 ◽  
pp. 510-520 ◽  
Author(s):  
Mostafa Fakharifar ◽  
Ahmad Dalvand ◽  
Mahdi Arezoumandi ◽  
Mohammad K. Sharbatdar ◽  
Genda Chen ◽  
...  
Keyword(s):  
Mechanical Properties ◽  
High Performance ◽  
Cementitious Composites ◽  
Fiber Reinforced ◽  
High Performance Fiber ◽  
Fiber Reinforced Cementitious Composites

scholarly journals Study on Mechanical Properties and Constitutive Equation of Hybrid Fiber Reinforced Cementitious Composites Under Static Loading

2016 ◽  
Vol 10 (1) ◽  
pp. 482-491 ◽  
Author(s):  
Huixian Yang ◽  
Jing Li ◽  
Yansheng Huang
Keyword(s):  
Mechanical Properties ◽  
Tensile Strength ◽  
Elastic Modulus ◽  
Steel Fiber ◽  
Cementitious Composites ◽  
Peak Strain ◽  
Fiber Reinforced ◽  
Hybrid Fiber ◽  
Stress Strain ◽  
Fiber Reinforced Cementitious Composites

The Quasi-static mechanical properties of hybrid fiber (steel fiber and Polyvinyl alcohol (PVA) fiber) reinforced cementitious composites (HFRCC(SP)) were investigated by compressive and tensile experiments. The compressive strength, peak strain, elastic modulus and tensile strength are studied as compared with that of engineered cementitious composite (ECC). Study results indicate that steel fibers can improve the compressive and tensile strength of HFRCC(SP) but the peak strain of HFRCC(SP) decreases. The formulas modified based on codes are proposed to calculate compressive peak strain, elastic modulus and tensile strength. The relationship between tensile strain at peak load and tensile strength of HFRCC with different volume fractions of polyethylene fiber and steel fiber were studied and the tensile stress-strain relation was presented. The parameters k1 and k2 of constitutive formulas for fiber reinforced high strength concrete presented by Mansur are modified to describe the stress-strain curve of HFRCC(SP), the modified formulas show good agreement with the experimental results.

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