Bond-slip effect in steel-concrete composite flexural members: Part 1-Simplified numerical model

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This paper introduces an improved numerical model which can consider the bond-slip effect in steel-concrete composite structures without taking double nodes to minimize the complexity in constructing a finite element model. On the basis of a linear partial interaction theory and the use of the bond link element, the slip behavior is defined and the equivalent modulus of elasticity and yield strength for steel is derived. A solution procedure to evaluate the slip behavior along the interface of the composite flexural members is also proposed. After constructing the transfer matrix relation at an element level, successive application of the constructed relation is conducted from the first element to the last element with the compatibility condition and equilibrium equations at each node. Finally, correlation studies between numerical results and experimental data are conducted with the objective of establishing the validity of the proposed numerical model.
Publisher
TECHNO-PRESS
Issue Date
2019-08
Language
English
Article Type
Article
Citation

STEEL AND COMPOSITE STRUCTURES, v.32, no.4, pp.537 - 548

ISSN
1229-9367
DOI
10.12989/scs.2019.32.4.537
URI
http://hdl.handle.net/10203/267534
Appears in Collection
CE-Journal Papers(저널논문)
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