Results 261 to 270 of about 26,802 (305)

New Shear Connectors Based on PBL Shear Connector For Composite Arch Members

Structural Engineering International, 2014
Perfobond Hoop (PBH) is a newly proposed shear connector based on the perfobond Leisten (PBL) connectors aiming at steel box–concrete composite sections for composite arch members, which has been p...
Liang Fan, Zhixiang Zhou
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Fatigue performance of bolted shear connectors

Australian Journal of Structural Engineering, 2021
A computer-aided engineering (CAE) fatigue life prediction technique is developed in this paper to determine the fatigue strength of bolted shear connectors in composite structures.
Hosseini, Seyedeh M. (S33738), Mashiri, Fidelis R. (R12397), Mirza, Olivia (R13978)   +2 more
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Cyclic Performances of Shear Connectors

Composite Construction in Steel and Concrete VI, 2011
Natural cyclic loads such as strong winds and earthquakes can cause changes in bending moment signs in composite structural elements. Consequently, the connectors will be subjected to alternate shear forces. For this reason, the cyclic behavior of shear connectors is particularly important in these loading conditions.
Adrian Liviu Ciutina, Aurel stratan
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Shear performance of replaced bolt shear connectors in prefabricated composite beam

IABSE Reports, 2022
<p>Bolt shear connectors have the advantage of efficient installation and demolition when used in prefabricated composite beams. When bolt shear connectors are damaged in the service period and replaced by new ones, the sheer performance of the replaced bolts will be affected by the existing structural damage.
Yang, Tao (author), Xie, Rongxian (author), Veljkovic, M. (author)   +2 more
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FE analysis of continuous shear connector

IABSE Congress Reports, 2021
<p>Composite bridges with encased steel beams, or nowadays, rather encased steel continuous shear connectors are a welcome option for short span railway or road bridges. With lower construction height and easy construction of prefabricated composite beams it brings a new, complex, solution for replacement of older, overserved bridges, as well as ...
Patrícia Vaňová, Vincent Kvočák
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Composite Action Without Shear Connectors

Engineering Journal, 1974
In composite construction of building floor slabs, the common method for transferring shear stresses from the concrete slab to the steel beam is to use stud shear connectors. An alternate method, which is seldom used, is to completely encase the steel beam in concrete.
James Watson, Richard O'Neil, Robert M. Barnoff, Edwin Mead   +3 more
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Cyclic Behavior of Headed Stud Shear Connectors

Composite Construction in Steel and Concrete IV, 2002
Three series of pull-push specimens with 16 mm and 22 mm diameter headed stud shear connectors were built and tested as part of a general investigation on seismic design of steel-concrete composite beams with full and partial shear connection. To assess the shear connector performances from a seismic and damage standpoint, pullpush specimens have been ...
Zandonini, Riccardo, Bursi, Oreste Salvatore   +1 more
openaire   +2 more sources

Low-Cycle Fatigue Test on Stud Shear Connectors

Journal of Structural Engineering, 1997
In steel-concrete composite beams particular attention has to be paid to the fatigue phenomena in the connection. If each part of the structure behaves elastically the problem can be faced with the classical load-life fatigue approach, but for long-span beams, the slip at interface may reach values that involve inelastic deformation of the connector ...
GATTESCO, Natalino, GIURIANI E., GUBANA A.   +2 more
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Shear Capacity Study on Double-Nut Stud Shear Connector

Advanced Materials Research, 2012
A new stud—double-nut stud was present. The goals of the study were two fold, firstly to compare with traditional stud and secondly to search the affect factors of capacity, get calculation equations .We present an analysis of double-nut stud, include different concrete strength and different stud size.
Yang Wang, Tian Li
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Performance of Embedded Bolt Shear Connectors

Structural Engineering International, 2020
A laboratory research program carried out at the University of Waterloo featured the testing of three large-scale steel-concrete composite beam specimens with embedded bolt shear connectors.
Matthew Sjaarda, Jeffrey S. West, Scott Walbridge   +2 more
openaire   +1 more source