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It is the continuation of a previous research on the thermal response of connections, considering the tension load of a moment-resisting connection.
This chapter presents a practical and accurate method for analysis of plane steel frames with semirigid connections considering the second order effects.
The prediction equation has the ability to acquire initial stiffness of the SHS connections considering prying forces and there is also a reasonable accuracy in estimating SHS end-plate and base-plate bolted connections.
Parametric studies were then undertaken to investigate the structural behaviour of the bonded sleeve connections considering the effects of major design parameters such as endplate thickness, bonding length, number of bolts, etc.
This paper focuses on investigating the efficiency of using Carbon Fiber Polymer (CFRP) sheets on the behavior of beam column connections considering a cantilever beam with concentrated load at its free end.
Single shear screwed connections, considering self-tapping screws, were tested and the experimental campaign aimed at evaluating various mechanisms of resistance suggested by Eurocode 5 for this typology of connection, including axial withdrawal capacity of the screw, pull through parameter for screws, and local embedment of wood.
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The precast connections considered were the beam-column connections in which precast beams is connected to continuous precast column with corbel using (i) inverted E (bolted connection) and (ii) box section (welded connection).
The number of connections considered per request depends on the type of service.
Demountable connections considered in this paper include beam-beam connections, column-column connections and beam-slab connectors.
From the results, it is observed that load carrying capacity and ductility of precast connections considered in this study are more than that of monolithic connections.
From the study, it is observed that precast wet connections considered in this study are more ductile and able to resist more load as compared to monolithic connections.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com