Comprehending the ductile behavior of slotted bolted connections

Abstract

Structural steel special moment frames are designed to resist earthquakes with substantial inelastic energy dissipation. The ductile beam‐to‐column connections become more popular over these years by dissipating the earthquake input energy at beam ends. The paper provides a comprehensive study of a high‐strength slotted bolted connection (SBC). Slotted holes instead of round holes are used for the connection such that frictional sliding could be developed. Experimentally, a standard bolt–weld connection as well as three similar slotted bolted connections were designed and tested. The load‐carrying capacities, the ductile deformations, the energy dissipation capacities, and the hysteretic characteristics of the specimens were presented. The overall performance of the steel connections by replacing the circular holes with slotted holes is evaluated, and the design recommendations of the flange gusset plate with slotted holes are provided. Numerically, the nonlinear SBC behavior was simulated and calibrated against the experimental results. The SBC effectiveness as well as the parametrical influences have been presented in details. Results show that the friction slippage behaviors of the specimens with slotted holes provide better ductility, higher plastic deformation capacity, and increased load‐resisting capacities near the ultimate strength.

Seismic Design of Bolted Connections in Steel Structures—A Critical Assessment of Practice and Research

“…A comprehensive depiction of the phenomenon can be found in [152]. There, Shu et al explain the purpose of slotted holes in slotted bolted connections, aided by experimental and numerical tests on case-studies [152], which led to design recommendations [153].…”

Development of cold-formed steel moment-resisting connections with bolting friction-slip mechanism for seismic applications

“…This incorporates a friction-slip mechanism into a slotted bolting type of connection aiming to postpone local buckling and to improve ductility and seismic energy dissipation capacities. Shu et al [15] have recently developed a similar type of bolted connections for heavier hot-rolled steel structures, meeting Special Moment Frame seismic design requirements [9]. It was shown that higher ductility and energy dissipation capacities can be achieved through slotted connections compared with standard bolted connections.…”