• Sonuç bulunamadı

Achillides Z, Pilakoutas K, 2004, Bond behavior of fiber reinforced polymer bars under direct pullout conditions, Journal of Composites for Construction, 8, 173-181.

ACI 440 1R-15, 2007, Guide for the design and construction of structural concrete reinforced with FRP bars, American Concrete Institute (ACI), Farmington Hills, MI.

ACI 440 3R-04, 2004, Guide test methods for fiber-reinforced polymers (FRPs) for reinforcing or strengthening concrete structures, American Concrete Institute, Farmington Hills, Michigan, USA.

ACI 440 6M-08, 2008, Specification for carbon and glass fiber-reinforced polymer bar materials for concrete reinforcement. American Concrete Institute (ACI), Farmington Hills, MI.

ACI Committee 440, 2012, Guide test methods for fiber-reinforced polymers (FRPs) for reinforcing or strengthening concrete structures, American Concrete Institute (ACI), Farmington Hills, MI.

Al-Sunna R, Pilakoutas K, Hajirasouliha I, Guadagnini M 2012, Deflection behaviour of FRP reinforced concrete beams and slabs: an experimental investigation.

Composite Part B: Engineering, 43, 2125–2134.

Ammar M A, 2014, Bond durability of basalt fibre-reinforced polymers (BFRP) bars under freeze-and-thaw conditions, Ph.D Thesis Department of Civil Engineering, Universite Laval, Quebec.

Ashby M F, Jones D R H, 2006, Engineering materials 2, An introduction to microstructures, processing and design, Elsevier's Science and Technology, 3th edition, Oxford, England.

Baena M., Torres L, Turon A, Barris C, 2009, Experimental study of bond behaviour between concrete and FRP bars using a pull-out test, Composites Part B, Engineering, 40, 784-797.

Banibayat P, Patnaik A, 2013, Creep rupture performance of basalt fiber-reinforced polymer bars, Journal of Aerospace Engineering, 28, 04014074-1-9.

60

Benmokrane B, Tighiouart B, Chaallal O, 1996, Bond strength and load distribution of composite GFRP reinforcing bars in concrete, ACI Materials Journal, 93, 254-259.

Beycioglu A, Aruntaş Y, 2014, Bazalt lifli donatının yüksek dayanımlı betondaki aderans performansı, Journal of Engineering and Technological Sciences, 1, 83-95.

Brena S F, Bramblett R M, Benouaich M A, Wood S L, Kreger M E, 2001, Use of carbon fiber reinforced polymer composites to increase the flexural capacity of reinforced concrete beams, The University Of Texas at Austin, Research Report no. 1776-1, Texas.

Burgoyne C, 2007, FRP reinforcement in RC structures, Switzerland: International Federation for Structural Concrete (FIB).

Cabral-Fonseca S, 2005, Polymeric composite material reinforced with fibers used in civil engineering – Features and application, LNEC, Lisbon, Portuguese.

Callister W D, 2007, Materials science and engineering: An introduction, John Wiley and Sons, 7th edition, New Jersey, USA.

Ceroni F, 2010, Experimental performances of RC beams strengthened with FRP materials, Construction and Building Materias, 24, 1547-1559.

Ceroni F, Cosenza E, Gaetano M, Pecce M, 2006, Durability issues of FRP rebars in reinforced concrete members, Cement and Concrete Composites, 28, 857-868.

Correia J P R, 2004, Pultruded glass fiber (GFRP), Application in GFRP composite beams GFRP-concrete in construction Master Thesis, Instituto Superior Tecnico, Portuguese.

Cosenza E, Manfredi G, Realfonzo R, 1997, Behaviour and modelling of bond of FRP rebars to concrete, Journal of Composite for Construction, 1, 40-51.

CSA S806-02, 2002, Design and construction of building components with fibre reinforced polymers, Canadian Standards Association, Canada.

Çalışkan Ö, Aras M, 2017, Experimental investigation of behavior and failure modes of chemical anchorages bonded to concrete, Construction and Building Materials, 156, 362-375.

61

Dhand V, Mittal G, Rhee K Y, Park S J, Hui D, 2015, A short review on basalt fiber reinforced polymer composites, Composites Part B: Engineering, 73, 166–80.

Dhe P, 1922, Filament composed of basalt, U.S. Patent 1438428.

El Refai A, Ammar M A, Masmoudi R, 2015, Bond performance of basalt fiber-reinforced polymer bars to concrete, Journal of Composite Construction, 19, 1-12.

Eligehausen R, Balogh T, 1995, Behavior of fasteners loaded in tension in cracked rein- forced concrete, ACI Structural Journal, 92, 365-379.

Eligehausen R, Popov E P, Bertero V V, 1983, Local bond stress-slip relationships of deformed bars under generalized excitations, Rep. No. 83/23, Earthquake Engineering Research Centre (EERC), Univ. Of California, Berkeley, Calif.

Epackachi S, Esmaili O, Mirghaderi S R, Behbahani A A T, 2015, Behavior of adhesive bonded anchors under tension and shear loads, Journal of Constructional Steel Research, 114, 269-280.

Garden H N, Hollaway L C, 1998, An experimental study of the influence of plate end anchorage of carbon fibre composite plates used to strengthen reinforced concrete

beams, Composite Structures, 42, 175-188.

Gribniak V, Arnautov A K, Kaklauskas G, Tamulenas V, Timinskas E, Sokolov A, 2015, Investigation on application of basalt materials as reinforcement for flexural elements of concrete bridges, The Baltic Journal of Road and Bridge Engineering, 10, 201-216.

Hailong W, Xiaoyan S, Guangyu P, Yuejing L, Qiming Y, 2015, Experimental study on bond behaviour between BFRP bar and engineered cementitious composite, Construction and Building Materials, 95, 448-456.

Henin E, Tawadrous R, Morcous G, 2019, Effect of surface condition on the bond of Basalt Fiber-Reinforced Polymer bars in concrete, Construction and Building Materials, 226, 449-458.

Hollaway L C, 2010, A review of the present and future utilisation of FRP composites in the civil infrastructure with reference to their important in-service properties, Construction and Building Materials, 24, 2419–2445.

62

ISIS Manual No. 3, 2007, Reinforced concrete structures with fiber reinforced polymers, ISIS Canada Research Network, University of Manitoba, Winnipeg, MB.

Janus O, Girgle F, Kostiha V, Stepanek, P, 2018, Bond Behavior of FRP Bars in Concrete, Solid State Phenomena, 272, 3-8.

Katz A, 1999, Bond mechanism of FRP rebars to concrete, Materials and Structures, 32, 761-768.

Landesmann A, Seruti C A, Batista E M, 2015, Mechanical properties of glass fiber reinforced polymers members for structural applications, Materials Research, 18, 1372-1383.

Lubin G, 1975, Handbook of fiberglass and advanced plastics composites, RE Krieger Publishing Company, NY.

Ma G, Huang Y, Aslani F, Kim T, 2019, Tensile and bonding behaviours of hybridized BFRP–steel bars as concrete reinforcement, Construction and Building Materials, 201, 62-71.

Malvar L J, 1994, Bond stress-slip characteristics of FRP rebars, Rep. TR-2013-SHR, Naval Faculty of Engineering Service Centre, Port Hueneme, California, USA.

Maranan G B, Manalo A C, Karunasena, Benmokrane, W B, 2015, Pullout behaviour of GFRP bars with anchor head in geopolymer concrete, Composite Structures, 132, 1113–1121.

Mazılıgüney L, 2007, Betona sonradan yerleştirilen kimyasal ankrajların düşük dayanımlı betonlardaki çekme davranışları, ODTÜ, Fen bilimleri enstitüsü, Yüksek lisans tezi, 98.

Meier U, 2012, Carbon fiber reinforced polymer cables: why? Why not? What if? Arabian Journal of Science and Engineering, 37, 399-411.

Mingke D, Jiaojiao P, Hongzhe Sun, 2018, Bond behavior of steel bar embedded in Engineered Cementitious Composites under pullout load, Construction and Building Material, 168, 705-714.

Mitchell B S, 2004, An introduction to materials engineering and science for chemical and materials engineers, John Wiley and Sons, 1st Edition, New Jersey, USA.

63

Nerilli F, Vairo G, 2018, Experimental investigation on the debonding failure mode of basalt-based FRP sheets from concrete, Composite Part B: Engineering, 153, 205-216.

Ning H, Li Y, Hu N, Arai M, Takizawa N, Liu Y, 2015, Experimental and numerical study on the improvement of interlaminar mechanical properties of Al/CFRP laminates, Journal of Material Processing Technology, 216, 79–88.

Ollgaard J G, Slutter R G, Fisher J W, 1971, Shear strength of stud shear connectors in lightweight and normal-weight concrete, AISC Enginering Journal, 71, 55–64.

Ouyang L J, Lu Z D, Chen W Z, 2012, Flexural experimental study on continuous reinforced concrete beams strengthened with basalt fiber reinforced polymer/plastic, Jounal of Shanghai Jiaotong University (Science), 17, 613-618.

Özturan T, Gesoğlu M, Özel M, Güneyisi E, 2004, Kimyasal, Harçlı ve Mekanik Ankrajların Çekme ve Kesme Yükleri Altındaki Davranışları, İMO Teknik Dergi, 3105-3124, Yazı 208

Pecce M, Manfredi G, Realfonzo R, Cosenza E, 2001, Experimental and analytical evaluation of bond properties of GFRB bars, Journal of Materials and Civil Engineering, 13, 282-290.

Rami J A H, Megat Johari M A, Haddad R H, 2017, Mechanical properties and bond charecteristics of different fiber reinforced polymer rebars at elevated temperatures, Construction and Building Materials, 142, 521-535.

Rasoul N, Martin N, Lennart E, 2017, Experimental evaluation of tensile behaviour of single cast-in-place anchor bolts in plain and steel fibre-reinforced normal- and high-strength concrete, Engineering Structures, 147, 195-206.

Saadatmanesh H, Ehsani M R, 1991, RC beams strengthened with GFRP plates. I:

Experimental study, Journal of Structural Engineering, 117, 3417-3433.

Sim J, Park C, Moon D Y, 2005, Characteristics of basalt fiber as a strengthening material for concrete structures, Composite Part B: Engineering, 36, 504-12.

Singha, K A, 2012, Short review on basalt fiber, International Journal of Textile Science, 1, 19–28.

64

Taerwe L, 1995, Non-metallic (FRP) reinforcement for concrete structures, Proceedings of the Second International RILEM Symposium vol. 29. CRC Press, 1995

Tayeh B A, El dada Z M, Shihada S, Yusuf M O, 2017, Pull-out behavior of post installed rebar connections using chemical adhesives and cement based binders, Journal of King Saud University-Engineering Siciences.

Teng J G, Chen J F, Smith S T, Lam L, 2002, FRP: Strengthened RC structures. Wiley (VCH), 266.

Tighiouart Z B, Benmokrane B, Gao U D, 1998, Investigation of bond in concrete member with fibre reinforced polymer FRP bars, Construction and Building Materials, 12, 453-462.

Treece R A, Jirsa J O, 1989, Bond strength of epoxy-coated reinforcing bars, ACI Materials Journal, 86, 167-174.

Topçu İ B, Uygunoğlu T, Güler M, 2015, Kimyasal ankrajların çekme dayanımına delik çapı ve ankraj derinliğinin etkisi, 2nd İnternational Sustainable Buildings Symposium, Ankara.

TS 500, 2000, Betonarme yapıların tasarım ve yapım kuralları, TSE, Ankara.

TS 706 EN 12620, 2003, Beton agregaları-Fizksel özellikleri, TSE, Ankara.

TS 708, 2010, Çelik-Betonarme için donatı çeliği Bölüm 7.2, Mekanik özellikler, TSE, Ankara.

TS EN 12350-1, 2002, Taze beton deneyleri Bölüm 1, Numune alma, TSE, Ankara.

TS EN 12390-1, 2002, Sertleşmiş beton deneyleri Bölüm 1, Deney numunesi ve kalıplarının şekil, boyut ve diğer özellikleri, TSE, Ankara.

Turker H T, Ozbay E, Balcıkanlı M, 2016, Pullout capacity development of cast in place anchors with embedded studs, Construction and Building Materials, 102, 39–43.

Urbanskia M, Lapkob A, Garbaczc A, 2013, Investigation on concrete beams reinforced with basalt rebars as an effective alternative of conventional R/C Structures.

Procedia Engineering, 57, 1183-1191.

65

İnternet Kaynakları

1- http://www.aslanfrp.com/Media/Aslan100.pdf, 20.08.2019 2- http//www.gfrp.fiberglass rebar, 23.09.2019

3- https://www.yapikatalogu.com/kaba-yapi/guclendirici-donati-malzemeleri/spinteks-bazalt-donati_3819, 14.11.2019

66

ÖZGEÇMİŞ

Adı Soyadı : Necmettin TÜRKAY

Doğum Yeri ve Tarihi : Çamkalabak Köyü-1977 Yabancı Dili : İngilizce

İletişim (Telefon/e-posta) : 0(530) 112 73 17

: nturkay_17@hotmail.com

Eğitim Durumu (Kurum ve Yıl)

Lise : Edremit Anadolu Lisesi, (1993-1996)

Ön Lisans : Afyon Kocatepe Üniversitesi, EMYO İnşaat Teknikerliği, (1997-1999)

Lisans : Afyon Kocatepe Üniversitesi, İnşaat Mühendisliği Bölümü, (2015-2017)

Yüksek Lisans : Afyon Kocatepe Üniversitesi, Fen Bilimleri Enstitüsü, İnşaat Mühendisliği ABD, (2017-2020)

Çalıştığı Kurum/Kurumlar ve Yıl:

: Teknotes Aş. İnşaat Teknikeri (2001-2004) : İçdaş Aş. İnşaat Teknikeri (2004-2008) : Akenerji Aş. İnşaat Teknikeri (2009-2013) : İçdaş Aş. İnşaat Mühendisi (2017-Devam ediyor)

67

EKLER

EK 1. Deney numunelerinin çekme testi sonrası görüntüleri

SERİ-A DENEY NUMUNELERİNE AİT GÖRÜNTÜLER

68

EK.1 (Devam) Deney numunelerinin çekme testi sonrası görüntüleri.

69

EK.1 (Devam) Deney numunelerinin çekme testi sonrası görüntüleri.

70

EK.1 (Devam) Deney numunelerinin çekme testi sonrası görüntüleri.

SERİ-B DENEY NUMUNELERİNE AİT GÖRÜNTÜLER

71

EK.1 (Devam) Deney numunelerinin çekme testi sonrası görüntüleri.

Benzer Belgeler