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Therefore, the spalling of concrete was not observed for all specimens considered in this study.
Figure 12 shows the relationship between FEA and DSM results for all the series of specimens considered in this study.
Based on the limited number of specimens considered in this study, simple relationships are proposed to predict the bond strength and characterize the bond stress – slip behavior.
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The holotype individual of Nedoceratops hatcheri (USNM 2412) is interpreted as an "old adult," based on several features that are comparable with those in specimens considered to be old individuals of Triceratops and other ceratopsians [32], [33].
In specimens considered positive, staining of the tumour was quantitated on a scale from 1 to 4 based on the percentage of positively stained tumour cells.
High amounts of Arg and ornithine (Orn) were detected in the specimens considered.
The progressive failure process was simulated and the Multicontinuum Theory (MCT) was used to determine the stress states in all specimens considered.
In all the specimens considered, RARα3 and RARα2 are the most abundant RARα mRNAs and have a similar level of expression (Fig 7A), which is different from what is observed in the cell lines.
A total of 18 PCRC beam specimens and 3 Rebar Reinforced Cement Concrete (RCC) beam specimens were considered in this study: Nine were made from cold formed steel sheet with average yield strength of 260 N/mm2 and the rest of the beams with average yield strength of 400 N/mm2.
For shear failure of the specimen, the ultimate shear strength (Q u ) of the different specimens was considered in the present investigation as: Q_{u}, =, left( {, 0.24, sqrt {{{f}}_{{cu}} }, } right){{ B d }} +, 2{{F}}_{{ym}} {{ A}}_{{{{mesh}}.
High strength stainless steel (duplex and high strength austenitic) and normal strength stainless steel (AISI 304) specimens were considered in the study.
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