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Neglecting anisotropy in finite element analysis may overestimate strain capacity.

Open image in new window Fig. 7 Tensile strain capacity of each mixture.

GMS15 particles breaking earlier lead to reduced strength and limited strain capacity values.

This was directly related to their increased flexural tensile strain capacity (Nguyen et al. 2013).

The 4 % strain capacity at 4 h was reduced to about 1 % after 3 days.

Table 5 summarizes compressive strength, strain capacity, and elastic modulus measurements.

It shows that the tensile strain capacity after healing remains over 3%%.

Control mixture M-S showed the tensile strain capacity of 0.94 %.

Furthermore, the micro fibers assisted the strain capacity of the macro fibers in the FRCC panels.

Due to the strain-hardening and high strain capacity of the LSECC, the overall strain capacity and the integrity of the composite slab can be significantly improved.

In this paper, ECC was developed with a tensile strain capacity of 3%.

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