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Saruhan KARTAL
Saruhan KARTAL
Assist. Prof. Dr. Depatment of Civil Engineering, Kırıkkale University
Verified email at kku.edu.tr
Title
Cited by
Cited by
Year
Torsional rigidities of reinforced concrete beams subjected to elastic lateral torsional buckling
I Kalkan, S Kartal
International Journal of Civil and Environmental Engineering 11 (7), 969-972, 2017
562017
Macro and micro polypropylene fiber effect on reinforced concrete beams with insufficient lap splice length
SK Akın, S Kartal, A Müsevitoğlu, S Sancıoğlu, AJ Zia, A Ilgün
Case Studies in Construction Materials 16, e01005, 2022
222022
Load-deflection behavior of over-and under-reinforced concrete beams with hybrid FRP-steel reinforcements
S Kartal, I Kalkan, A Beycioglu, M Dobiszewska
Materials 14 (18), 5341, 2021
132021
First cracking moments of hybrid fiber reinforced polymer-steel reinforced concrete beams
S Kartal, I Kalkan
International Journal of Civil and Environmental Engineering 13 (9), 527-533, 2019
52019
Investigating of Mechanical Properties of Mortars Based on Fly Ash and Blast Furnace Slag Activated with Alkali
O Sevim, A Filazi, B Toprak, S Kartal
52017
Deflections of reinforced concrete beams with transverse openings of different geometries
I Kalkan, E Ceylan, S Kartal, M Baran
Structural Engineering and Mechanics 80 (3), 323-339, 2021
32021
Effect of magnetized water on alkali-activated slag mortars incorporating raw and calcined marble powder
I Demir, EH Alakara, O Sevim, S Kartal
Construction and Building Materials 424, 135943, 2024
22024
Estimation of the Critical Load of a Reinforced Concrete Beam from the Initial Elastic Portion of its Load-Deflection Curve
I Kalkan, S Kartal, I Demir, O Sevim, S Bas
2nd International Conference on Civil and Environmental Engineerıng Digital …, 2017
12017
Cam elyaf donatılı kirişlerin eğilme davranışının sonlu elemanlar yöntemi ile analizi
S Kartal
Fen Bilimleri Enstitüsü, 0
1
Flexural behavior of RC beams with multiple parallelogram openings
S Kartal
Structures 61, 106041, 2024
2024
Etriyesiz FRP Boyuna Donatılı Betonarme Kirişlerin (a/d> 2.5) Kesme Davranışları
S Kartal
International Journal of Engineering Research and Development 16 (1), 416-431, 2024
2024
Influence of the proportion of FRP to steel reinforcement on the strength and ductility of hybrid reinforced concrete beams
S Kartal, I Kalkan, HC Mertol, E Baran
European Journal of Environmental and Civil Engineering 27 (12), 3546-3565, 2023
2023
Effect of Supplementary Cementitious Materials with Similar Specific Surface Area on Cementitious Composite Systems
O Sevim, CG Sengul, S Kartal, K Toklu, Y Caglar
Journal of Testing and Evaluation 51 (5), 2971-2985, 2023
2023
Farklı Soğuk Derz Birleşim Detaylarına Sahip Betonarme Kirişlerin Eğilme Davranışları
A Kamil, S KARTAL, A MÜSEVİTOĞLU, AJ ZIA, S SANCIOĞLU
International Journal of Engineering Research and Development 14 (2), 447-456, 2022
2022
GFRP DONATI-BETON ARASINDAKİ ADERANS GERİLMESİNİN SIYRILMA GÖÇME TİPİ İLE SONUÇLANAN ÇEKİP ÇIKARMA DENEYLERİ İLE TESPİTİ
B Başaran, S Kartal, İ Kalkan
Uludağ Üniversitesi Mühendislik Fakültesi Dergisi 24 (2), 203-216, 2019
2019
Influence of FRP Reinforcement Ratio on the Ductility Values of Concrete Beams with Hybrid FRP-Steel Reinforcement
S Kartal, İ Kalkan, HC Mertol, E Baran
null, 2018
2018
Analysing the Flexural Behavior of GFRP Reinforced Concrete Beams with Finite Element Method
EDA AVANOĞLU SICACIK, S Kartal
Lifli polimer donatı oranının hibrit FRP-çelik donatılı beton kirişlerin eğilme davranışı üzerindeki etkileri
S Kartal
Fen Bilimleri Enstitüsü, 0
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