Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Open Access Guideline
Open Access Guideline
Postgraduate Thesis Guideline
Postgraduate Thesis Guideline
Communities & Collections
Communities & Collections
Help
Help
Frequently Asked Questions
Frequently Asked Questions
Guides
Guides
Thesis submission
Thesis submission
MS without thesis term project submission
MS without thesis term project submission
Publication submission with DOI
Publication submission with DOI
Publication submission
Publication submission
Supporting Information
Supporting Information
General Information
General Information
Copyright, Embargo and License
Copyright, Embargo and License
Contact us
Contact us
Behavior of PLA / Short Glass Fiber Composites With and Without Elastomer Blending
Date
2018-06-18
Author
Kaynak, Cevdet
Metadata
Show full item record
Item Usage Stats
92
views
0
downloads
Cite This
URI
https://hdl.handle.net/11511/76893
Collections
Unverified, Conference / Seminar
Suggestions
OpenMETU
Core
Behavior of steel-concrete partially composite beams with channel type shear connectors
Baran, Eray; Topkaya, Cem (2014-06-01)
This paper summarizes the findings of an experimental study investigating the flexural behavior of partially composite beams incorporating channel type shear connectors. Results from monotonic load testing of four full-scale steel-concrete composite beams and a steel beam are presented. The main effort focused on identifying the variation of strength and stiffness properties of beams with various degrees of partial composite action. Behavior of channel shear connectors in the composite beam specimens is rel...
Behavior of Eccentric Reinforced Concrete Beam-Column-Slab Connections under Cyclic Loading
Burak Bakır, Burcu (null; 2001-08-16)
Behavior of channel connectors in steel-concrete composite beams with precast slabs
Arıkoğlu, Pınar; Baran, Eray; Topkaya, Cem (Elsevier BV, 2020-09-01)
The use of precast decks in steel-concrete composite construction offers variety of advantages. Research to date has mostly focused on the use of headed stud connectors with hollow core precast decks for building structures. large number of connectors has to be used when headed studs are employed, which increases the labor required to fill the spaces with concrete, grout or mortar. In this paper, a new system is proposed where the headed studs are replaced with channel connectors to reduce the number of con...
Behavior of channel connectors in steel-concrete composite beams with precast slabs
Arıkoğlu, Pınar; Topkaya, Cem; Department of Civil Engineering (2019)
The use of precast decks in steel-concrete composite construction offers variety of advantages. Research to date has mostly focused on the use of headed stud anchors with hollow core precast decks for building structures. A large number of connectors has to be used when headed studs are employed, which increases the labor required to fill the spaces with grout or mortar. In this thesis a new system is proposed where the headed stud anchors are replaced with channel connectors. The use of channel connectors ...
Behavior of cold-formed steel wall panels under monotonic horizontal loading
Baran, Eray (2012-12-01)
This paper summarizes the findings of an experimental study on cold-formed steel (CFS) wall panels with oriented strand board (OSB) sheathing. Static lateral load tests were conducted on a total of thirteen full-scale wall panel specimens to investigate the performance of CFS walls utilizing primarily the construction details used in Turkey. Experimental results revealed that the geometry of hold-down attachment used at the base of CFS wall panels to transfer tensile forces has a major effect on the overall...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
C. Kaynak, “Behavior of PLA / Short Glass Fiber Composites With and Without Elastomer Blending,” 2018, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/76893.