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The anchor behavior under unidirectional loading and combined loading is important for anchor selection.
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Specifically, this study explores the thus-far undocumented combined effects of waviness and platelet architecture on composite material ductility under unidirectional loading parallel and perpendicular to the reinforcing platelets.
According to the test result, although the accumulative hysteresis dissipation energy relates closely to the loading position and path length, the energy parameter of a specimen under biaxial load is apparently larger than that under unidirectional loading.
A physical prototype of one of such metamaterials is fabricated using a 3D printer and tested in the laboratory under either unidirectional loading or triaxial compression.
Then based on the results of anchor unidirectional loading behavior, the yield envelopes for anchor under combined loading for both shallow and deep embedded flukes are studied.
This paper aims to examine the cyclic behavior of panels in beam-column subassemblies subjected to bidirectional and unidirectional loading and to demonstrate the differences of panel behavior under two loading modes.
Crack closure behavior under constant loading with a single overload is studied under SEM.
The design examples also exhibited ductile behavior under cyclic loading.
The segmental hollow column specimen also exhibited ductile behavior under cyclic loading.
The cyclic behaviour of reinforced concrete columns has been object of many experimental studies in the last years, mostly focused on the unidirectional loading of columns under constant axial load conditions.
Bechtoula et al. (2005) found that the axial load intensity had little effect on the envelope curve of the second cycle of the load-displacement plot for specimens under unidirectional horizontal load with constant or variable axial load.
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