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For the SEGB specimens developed in the laboratory, the optimal CB filler content was 47.5%.
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The micro-compression test was carried out twice for each electrodeposition condition using a test machine designed for micro-sized specimen developed in our laboratory.
The specimen developed in this study was modeled using the finite element method.
All the specimens developed plastic rotations in excess of 3% rad, suggesting that the ductility capacity of the specimens exceeds the requirements for special moment frame connections in the AISC seismic provisions.
To facilitate comparison of our results with published data, we employed the commonly used semiquantitative evaluation of protein expression based on distinct differences between strong, moderate and lack of staining in tumour specimens developed with immunoperoxidase methods (Kononen et al, 1998; Landberg et al, 2001).
The exposed specimens developed various levels of corrosion pits in and around the holes.
In addition, half of the specimens developed subepithelial vessel ingrowth [ 10].
In terms of failure modes, concrete specimens developed severe crushing and spalling near the shear plane, whereas only a dominant crack was formed in ECC specimens.
In order to avoid the FEA in this step, an expression for obtaining PU in pre-cracked SPT specimens was developed in this paper.
Three-dimensional finite element (FE) models of the specimens were developed, in which the global behaviour of the CFRP-concrete interaction was simulated by means of bi-linear bond slip laws.
First, a crack growth test technique using plate specimens was developed in order to apply a fully-reversed cyclic load and to measure the global strain for calculating the strain intensity factor.
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