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A joint specimen, belonging to a 4-storey RC framed building designed to only withstand gravity loads, was firstly tested without retrofitting elements.
In this paper, a strategy presented in the literature to include the effects of bar slippage in the analysis of the cyclic behavior of beam column joints is incorporated in the numerical modeling of a joint specimen with plain bars.
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The structural behaviour of a lap joint specimen with a rivet joining is simulated numerically and compared to experimental measurements.
As a first step toward identifying this mechanism, this study evaluates computational wear simulations of a patellofemoral joint specimen wear tested on a knee simulator machine.
This method uses an optical scanning apparatus and CAD techniques to reconstruct a virtual joint specimen with the natural rock's joint morphology, and a 3D printer then manufactures a physical mould based on the virtual joint specimen for casting concrete or plastic specimens quickly and accurately.
Parametric PDA models encompassing a bonded joint specimen's design space have the potential to reveal unintuitive and advantageous design changes.
A half-scale joint specimen has been designed and fabricated.
Two experimental setups consisting of a single bolt flange joint specimen and beam-flange system have been designed to investigate static and dynamic behavior of the system.
A double-lap bolted joint specimen was designed and manufactured from the aluminium plates and subsequently coated with Ni P coatings of 40 μm in thickness with a high phosphorous content of 10 13 wt.%.
Each TWSTCC joint specimen consisted of a TWSTCC column and a RC beam pass through the column to represent an interior joint in a building.
A single shear lap solder joint specimen with lead-free eutectic Sn Ag solder on copper substrates was exposed to 1500 thermomechanical fatigue (TMF) cycles between −15° (3.5 h) and 150 °C (20 min) to generate intrinsic thermal strains.
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