Results 311 to 320 of about 997,814 (348)

Mechanic Model of Push-Out Test of Over-Thick CFST

Applied Mechanics and Materials, 2014
Analyze mechanical behavior of over-thick concrete filled steel tube ( over-thick CFST ) subjected to axial compression and revealed adhesive slip law of steel tube/concrete. Axial symmetry elasticity modeling of the concrete column which is constrained by over-thick steel tube and pushed out under axial compressive load is set up.
Jin He Gao, Yan Bin Huang, Shou Long Zhang   +2 more
openaire   +1 more source

Behaviour of perfobond rib shear connectors: push-out tests

Canadian Journal of Civil Engineering, 1992
This paper summarizes the results of tests performed on 48 push-out specimens to investigate the feasibility of using perfobond rib type shear connectors in composite beams with ribbed metal decks placed parallel to the steel beams. The perfobond rib shear connector is a flat steel plate containing a number of holes.
M. R. Veldanda, M. U. Hosain
openaire   +1 more source

Push-out tests on a new shear connector of I-shape

International Journal of Steel Structures, 2013
In steel-concrete composite beams, the shear connectors are commonly used to transfer the longitudinal shear forces across the steel-concrete interface. This paper summarizes the results of 24 push-out test specimens with a new type of shear connector called “I-shape connector”.
Aida Mazoz, Abdelkader Benanane, Messaoud Titoum   +2 more
openaire   +1 more source

Behaviour of headed studs in composite beams: push-out tests

Canadian Journal of Civil Engineering, 1988
This paper briefly summarizes the results of tests conducted on 18 full-size push-out specimens and 4 pull-out specimens. The objective of the project was to study the behaviour of headed studs in composite beams with ribbed metal decks perpendicular and parallel to the steel beam.
B. S. Jayas, M. U. Hosain
openaire   +1 more source

Pull-Out and Push-Out Tests for Rubber-to Metal Adhesion

Rubber Chemistry and Technology, 1989
Abstract A study has been carried out of adhesive failure forces for a steel rod embedded in and bonded to a rubber block. Emphasis has been placed on comparing tension (pull-out) and compression (push-out) forces. A fractional contribution to the pull-out force appeared to be significant for rods having a diameter greater than about 0.5 mm in ...
A. N. Gent, S. Y. Kaang
openaire   +1 more source

Methodological considerations on push‐out tests in Endodontics

International Endodontic Journal, 2015
G, De-Deus, E, Souza, M, Versiani
openaire   +2 more sources

Push-out Tests on Headed Studs in High-Strength Concrete

SP-228: 7th Intl Symposium on the Utilization of High-Strength/High-Performance Concrete, 2005
Composite structures made of structural steel and concrete maximize the advantages of the two components, especially, when using high strength materials. The interaction of the two materials is guaranteed by shear connectors. Experimental and numerical investigations at the Institute of Structural Concrete, RWTH Aachen University indicate that headed ...
openaire   +1 more source

Measurement of Interface Propertes from Fiber Push-Out Tests

2008
The Kerans and Parthasarathy (1991) analysis method is presently applied to flat-probe push-out test data obtained from SiC-reinforced glass matrix composites. Upon removal of the system compliance from the data prior to analysis, the true behavior of the composite was clearly in evidence; several qualitative characterizations accordingly became ...
P. D. Jero, T. A. Parthasarathy, R. J. Kerans   +2 more
openaire   +1 more source

Singularity of Interface Stresses in Fibre Push-Out Test

Key Engineering Materials, 2002
Joo Hyuk Park, Ying Dai, Jang Kyo Kim
openaire   +1 more source

A push-out test on partially encased composite column with different positions of shear studs

Engineering Structures, 2023
Hua Huang, Wei Zhang
exaly