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The stress strain response of these specimens is presented in Fig. 18a and b.
A summary of the MRI findings in the specimens is presented in Table 2.
A procedure for the manufacturing of through-thickness shear specimens is presented in this study.
Comparison of maximum value of load and deflection corresponding to maximum load value for all the specimens is presented in Table 2.
A comparison of VHCF results of the welded samples with those based on notched specimens is presented and discussed.
A numerical model for the study of delamination of fiber reinforced plastics (FRP) glued on concrete specimens is presented.
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The sizes of specimens are presented in Fig. 1.
The SEM micrographs of oxidized specimens are presented.
Detailed specifications of specimens are presented in Table 1 and Fig. 3.
The load-rebar strain relationships of all specimens are presented in Fig. 11.
The results of the physical property tests of the six specimens are presented in Table 7.
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