Sentence examples for bonding behavior of the from inspiring English sources
The physical and mechanical properties of EMP were evaluated through a series of experiments, and the bonding behavior of the material for the crack repairing of concrete structure was also evaluated with composite specimens.
Four-point bending bond tests were conducted to characterize the bonding behavior of these hybrid SFRP composites in terms of enhancement of the ultimate bond strength (τu).
First, the bond behavior of the FRP-concrete interface was experimentally studied using single shear test.
The bond behavior of the two types of steel bar specimens including the ultimate bond strength, bond-slip relationships for different corrosion levels are discussed.
The absorption of the bar material and its quality of manufacturing affected the bond behavior of the conditioned specimens.
Finally, analytical models from the literature were used to predict the pull-off bond behavior of the samples.
As shown in the results, by decreasing concrete strength, the efficiency of the carbon fiber mat anchorage on the bond behavior of the GFRP bar was reduced.
Meanwhile, the influences of concrete strength, bond length, and the distance between the groove and concrete edge on the bond behavior of the NSM FRP concrete interface were analyzed.
The bond behavior of the tested specimens was reported in terms of stress slip response, bond strength, bar slip, adhesion, and failure mechanism.
Marimuthu and Seetharaman ([2007]) carried out 18 tests to investigate primarily the shear bond behavior of the embossed composite deck slab using trapezoidal profiled steel decking under simulated imposed loads and to evaluate the m k values.
