The test setup and procedures, together with the key experimental observations, including the load-carrying and deformation capacities, load-end rotation histories and failure modes, are fully reported.
Results are then presented in terms of the ultimate load capacities, load-strain relationships in the FRP and internal steel reinforcement, load-interfacial stress relationships, and stress distributions in the FRP reinforcement.
The load was measured by a 500-kN capacity load cell.
The load was measured by the 200-kN capacity load cell.
Finally, it is observed that in both capacity load scenarios CPU times are extremely moderate.
He has concluded that the buckling capacity load increases with increasing the internal compression.
MigSim considers the database capacity, load, and size; these are all implementation-independent properties.
Where connection failure took place, the derived connection capacity load matches fairly.
Experimental and numerical results show an variation less than 10%% in load-carrying capacity, load deflection and bond stress behavior.
Instead, we assume capacity load scenarios of 75 and 90%%, respectively, which reflect conditions of low and high average workload.
Two 2225 kN (500 kips) capacity load cells were used to monitor support reactions at each beam-end.
