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The comparison of the beam specimen behavior was conducted in terms of two variables.
Notch size influences the specimen behavior in different way for different type of notches.
However, in the remaining zones of the curve, in particular till the immediate post-peak part, this effect is negligible and the specimen behavior is entirely satisfactory.
The model which is based on William-Warnke fails in properly predicting the specimen behavior, as it does not allow the concrete to take any load after crushing.
The most appropriate loading speed in a BT depends on the specimen behavior over time (Hashiba and Fukui 2015), if: (1) The strength increases with loading speed (i.e., depends on loading speed).
A major advantage to this test is its simplicity; because the force is applied directly to the FRP, the force in the FRP can be measured directly rather than determined indirectly from a local strain measurement or an assumed specimen behavior.
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Good agreement between analytical and experimental models is found in point of failure modes and specimens' behavior.
This experimental study investigated the effects of CFRP strips' width and arrangement type on specimens' behavior.
The samples were evaluated by scanning electron microscopy (SEM), X-ray diffraction (XRD) and thermogravimetric analysis (TGA) tests; and their porosity were determined using BET (Brunauer, Emmett, and Teller) technique to study the specimens' behavior after exposure to high temperatures.
In this cross-sectional analysis, exposure and outcome data were obtained from the ALIVE study visit where spirometry was first obtained; participants also underwent clinical examination, collection of blood specimens, behavior and respiratory questionnaires.
This experimental study mainly investigated the effects of CFRP sheets on specimen seismic behavior.
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