Results 261 to 270 of about 15,633,684 (298)

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

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

Cohesive Zone Approach to Interpreting the Fiber Push‐Out Test

Journal of the American Ceramic Society, 1993
A means of inferring interface parameters from the fiber push‐out test is proposed. The significant feature of the approach is the use of a cohesive zone model to capture fiber‐matrix interfacial debonding. The approach is used to interpret push‐out data obtained from silicon carbide/silicon nitride composites.
Anna Dollar, Paul S. Steif
openaire   +1 more source

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

Methodological considerations on push‐out tests in Endodontics

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

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

Comparing Push and Pull Factors Affecting Migration

Economies, 2022
Mariusz Urbanski
exaly  

The influence of push and pull factors at Korean national parks

Tourism Management, 2003
David B Klenosky, Choong-Ki Lee, Samuel Seongseop Kim   +2 more
exaly