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Furthermore, the moment capacity of the stiffened end plate with a thinner end plate is higher than that of an unstiffened end plate.
The resulting local depolarization (the end plate potential) causes voltage-gated sodium channels located around the end plate to open.
The tested ultra-large capacity end-plate joints shared the failure mode of end-plate yielding followed by bolt fracture or necking, and the thickness of the end plate had an obvious influence on the joint resistance.
As electricity flows through the mixture, copper accumulates on the tank's end plate.
Loss of cartilage staining in the caudal end plate of L4 is due to ossification of the end plate in the myostatin-deficient animals.
Because of the better hysteretic performance of the stiffened bolted end plate connections compared to the unstiffened bolted end plate connections, the application of the former is recommended.
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The comparison between the standard end-plate connection and the innovative end-plate connection is made using the test results.
The ultra-large capacity end-plate joints, which can be applied in steel structures involving large spans or heavy loads, can provide larger moment resistance than ordinary end-plate joints or large capacity end-plate joints.
The parameters introduced are width thickness ratios of beam flange and web, end-plate thickness, angle between flange plane and end-plate plane and so on.
Eight full-scale tests were conducted including seven extended end-plate connections with SMA bolts and one conventional extended end-plate connection with normal high strength bolts.
The studied parameters were as follows: beam depth, end-plate thickness, bolts diameter, bolts pitch, bolts gage, and end-plate stiffener.
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