The tables (lap-width black planks, with holes cut to fit water glasses) were tied to the subway railings with twine.
Using AA2024-T3 alloynum asloy adherendend and DP460 as paste adhesive, eight different types of single-lap joint samples (width of the adherent was 5, 10, 15, 20 or 25 m; overlap length was 5,10, 15, 20 or 25 mm) were produced for experimental studies.
The influence of specimen geometry (e.g. overlap length, total length, and total width) on lap shear fracture response is analyzed in detail in this study, too, in order to confirm the specimen design for the test, as there is still no corresponding test standard for hybrid laminates.
Four- and two-dowel-joints with half-beam-width laps and with 3/8-beam-width laps were tested.
The half-threaded pin was beneficial for attaining bigger bonding width at the lap interface, which resulted from the higher material flow velocity.
Experimental data analysis concluded that the width of the lap element should be kept as half of the beam width, therefore this type of joint was further analyzed using numerical approach.
In the blue mussel example, both approaches provide comparable estimates: Gilg and Hilbish (2003) found a dispersal distance of 30 km which is in accordance with the 38 km width of the LAP cline in Long Island (Lassen and Turano 1978) and the 52 km width of the cline between M. edulis and M. trossulus in the Oresund (Väinölä and Hvilsom 1991).
The desired revisit time, tilt capacity, payload swath width, and side-lap are utilized as mission and payload properties for repeat ground track orbit design.
In the present study, mechanical properties of different Single Lap Joint (SLJ) configurations with different adherent width values subjected to tensile loading were investigated experimentally and numerically.
