Selman, Mehmet Efe

Profile URL
https://hdl.handle.net/11147/16196
Name Variants
Selman, Efe
Selman, Mehmet E.
Selman, E.
Selman, E
Job Title
Email Address
Main Affiliation
03.03. Department of Civil Engineering
Status
Former Staff
Website
ORCID ID
Scopus Author ID
56195020400
Turkish CoHE Profile ID
Google Scholar ID
WoS Researcher ID

Sustainable Development Goals

SDG data is not available
Documents

5

Citations

100

h-index

4

Go to Scopus profile
This researcher does not have a WoS ID.
Scholarly Output

1

Articles

1

Views / Downloads

536/450

Supervised MSc Theses

0

Supervised PhD Theses

0

WoS Citation Count

4

Scopus Citation Count

5

Patents

0

Projects

0

WoS Citations per Publication

4.00

Scopus Citations per Publication

5.00

Open Access Source

1

Supervised Theses

0

JournalCount
Polymer Composites1
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Scholarly Output Search Results

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  • Article
    Citation - WoS: 4
    Citation - Scopus: 5
    A Modified Fiber-Reinforced Plastics Concrete Interface Bond-Slip Law for Shear-Strengthened Rc Elements Under Cyclic Loading
    (John Wiley and Sons Inc., 2016) Selman, Efe; Alver, Ninel
    The objective of this article is to realistically analyze fiber-reinforced plastics (FRP) retrofitted reinforced concrete structures under cyclic loading taking into account FRP–concrete bond-slip law with cyclic bond degradation. In literature, even though numerous studies have been conducted in FRP–concrete interface bond-slip modeling under cyclic loads, a small number of them consider the influence of cyclic degradation on FRP–concrete interface bond behavior. Within this framework, the bond-slip law for carbon fiber-reinforced plastics–concrete interface is revised by utilizing Harajli's and Ko-Sato's approaches. The procedure is distinct from others because it develops existing deficiencies of these approaches, whereas a more reliable modeling process is proposed for use in practice. Conventional bond-slip law of Lu et al. is compared with this interface relationship stated in this investigation and the difference is clearly shown in terms of structural parameters. Experimental tests are conducted at the same time for verification. It is proved that cyclic bond degradation affects the interface behavior; thus, the structural response cannot be omitted in structural evaluations. Structural performance measures are obtained in good agreement for each level of cycles. The technique proposed clearly exhibits structural response difference between monotonic and cyclic loadings while good agreement is reached with experimental results. POLYM. COMPOS., 37:3373–3383, 2016. © 2015 Society of Plastics Engineers.