Results 251 to 260 of about 2,672,033 (311)

Shear tests on sandwich panel connections.

1994
Workshop Cost C1, Prague, 26-28 October ...
Mazzolani, F. M., De Matteis, G., Landolfo, R.   +2 more
openaire   +3 more sources

Design of Single Plate Shear Connections

Engineering Journal, 1989
Single plate shear connections, often referred to as shear tabs, have gained considerable popularity in recent years due to their efficiency and ease of fabrication. Shear tab connections are primarily used to transfer beam end reactions to the supporting elements.
Abolhassan Astaneh-Asl, Steven M. Call, Kurt M. McMullin   +2 more
openaire   +1 more source

Finite Element Modeling of Steel-concrete Composite Beams with Different Shear Connection Degrees

, 2021
Xing Zheng, Wenxian Li, Qiao Huang, Bing Wang   +3 more
semanticscholar   +1 more source

Experimental study on shear behavior of high strength bolt connection in prefabricated steel-concrete composite beam

Composites Part B: Engineering, 2019
In order to study the shear behavior of high strength bolt connections in a prefabricated steel-concrete composite beam, eleven push-out specimens with different parameters were tested. In the tests, two failure modes of the specimens were observed.
Zhang Yujie, Bingcong Chen, A. Liu, Y. Pi, Junping Zhang, Wang Yang, Licong Zhong   +6 more
semanticscholar   +1 more source

Seismic Response of Composite Shear Connections

Journal of Structural Engineering, 1984
Four different failure modes, stud shearing, concrete pullout, rib shearing and rib punching are described for metal deck stud shear connections. Equations for predicting the strengths associated with those failures are derived. Behavioral comparisons are made between companion specimens subjected to monotonic and reversed cyclic loading.
Neil M. Hawkins, Denis Mitchell
openaire   +1 more source

Bolted Shear Connections with Painted Surfaces

Engineering Journal, 1984
In high-strength bolted shear connections, the load transfer between plate components is initially provided by the frictional forces developed by bolt clamping forces and friction characteristics of contact surfaces. A connection which relies on this slip resistance to transfer load is called a friction connection. When the slip resistance is exceeded,
Karl H Frank, Joseph A. Yura, Fouad H. Fouad   +2 more
openaire   +1 more source

Connection between shear instability and amorphisation

Materials Science and Engineering: A, 2004
Amorphous structures are formed whenever atomic species are not able to arrange according to a crystalline, long-range order. This can be obtained with various non-equilibrium techniques involving, for example, the rapid cooling of a melt as well as the accumulation of chemical and structural disorder in a solid.
openaire   +1 more source

Composite beams with weak shear connection

International Journal of Solids and Structures, 2001
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
openaire   +3 more sources

CYCLIC MODELS FOR SHEAR DIAPHRAGMS WITH DIFFERENT CONNECTING SYSTEM

1998
Proc.
De Matteis, G., Landolfo, R., Mazzolani, F. M.   +2 more
openaire   +4 more sources

Analysis and design for the resilience of shear connections

Canadian Journal of Civil Engineering, 2010
This paper proposes an approach for quantifying the demands on shear connections under the assumption of an ineffective column. Formulas and an algorithm are developed to evaluate the axial force, axial deformation, rotation, and moment demands on beam-to-column shear connections.
openaire   +1 more source