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Uniaxial tension test indicated the outstanding strain hardening and saturated multiple cracking properties of UHDCC.
Engineered cementitious composite (ECC) is a type of high-performance composite with pseudo strain hardening behavior and multiple cracking properties.
This class of composites is characterized by strain hardening and multiple cracking properties in uniaxial tension and an ultimate tensile strain capacity on the order of several percent.
The engineered cementitious composite (ECC) represents one type of high performance fiber-reinforced cement composites (HPFRCC), which are designed with the intent of obtaining a high toughness composite material with pseudo strain-hardening and multiple cracking properties.
Engineered cementitious composites (ECC) invented by Li et al. (Li 2012; Li and Leung 1992; Li et al. 1993) based on the basic principle of micromechanics and fracture mechanics is one of a family of high performance fiber reinforced cement composite (HPFRCC) (Naaman 1987), which exhibits pseudo strain hardening and multiple cracking properties under uniaxial tensile stress.
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Material tests were conducted first for ECC in order to assess its distinctive mechanical properties such as tensile stress strain behavior and multiple cracking.
Polypropylene discontinuous fiber reinforced cementitious composites were prepared by extrusion molding and tested in uniaxial tension to determine the mechanical properties such as ultimate composite strength and strain, and the critical volume fraction for multiple cracking.
ECC characterizes by strain hardening and multiple cracking.
To ensure flat crack propagation mode, therefore, J b ′ must exceed J tip, or J_{b}^ > J_{tip} (5 Equation (5) represents the energy criterion for multiple cracking.
Flexural properties, multiple cracking potentials, crack properties (by means of number and width) of composites were compared.
After this point further crack growth, multiple cracking and crack to crack interactions took place.
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