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العنوان
BEHAVIOR OF REINFORCED CONCRETE BEAMS UNDER THE EFFECT OF CORROSIONBEHAVIOR OF REINFORCED CONCRETE BEAMS UNDER THE EFFECT OF CORROSION /
المؤلف
Gomaa، Ahmed Mahmoud Abd El Khalek .
هيئة الاعداد
باحث / احمد محمود عبدالخالق
مشرف / ايهاب محمد لطفى
مناقش / احمد كمال عبدالخالق
مناقش / حسن ابراهيم الغطاس
الموضوع
aral pathology.
تاريخ النشر
2020.
عدد الصفحات
184 .p. :
اللغة
الإنجليزية
الدرجة
ماجستير
التخصص
الهندسة المدنية والإنشائية
الناشر
تاريخ الإجازة
1/1/2020
مكان الإجازة
جامعة قناة السويس - كلية الهندسة اسماعيلية - الهندسة المدنية
الفهرس
Only 14 pages are availabe for public view

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Abstract

ACI Committee 318. (2005).”Building code requirements for reinforced Absorra, L., Ashour, A., & Youseffi, M. (2011).”Corrosion of Steel Reinforcement in Concrete of Different Compressive Strengths.”Construction and Building Materials, 25concrete and commentary.” Farmington Hills MI: American Conc Inst. p. 429.
ACI Committee 222. (2001).”Protection of metals in concrete against corrosion (ACI 222-01).”Farmington Hills, MI: American Concrete Institute.
ACI Committee 440. (1996).”State of the Art Reporton Fiber Reinforced Plastic Reinforcement for Concrete Structures.” ACI 440R-96, American Concrete Institute, Detroit, Michigan, 68 pp.
Ahmad S. (2017).”Prediction of residual flexural strength of corroded reinforced concrete beams.” Anti-Corros Methods Mater, 64(1):69–74.
Alabdulhady MY, Sneed LH, Carloni C. (2017).” Torsional behaviour of RC beams strengthened with PBO-RCM composite–an experimental study.”Eng Struct, 136:393–405.
Almusallam, A.A. (2001). ”Effect of degree of corrosion on the properties of reinforcing stee bars.” Constr. Built. Mater 15 (8), 361-368.
Almusallam, A. A., Al-Gahtani, A. S., Aziz, A. R., and Rasheeduzzafar, (1996).”Effect of reinforcement corrosion on bond strength.” Construction and Building Materials, 10(2), 123-129.
Al-Sulaimani, G. J., Kaleemullah,M., Basunbul, I. A., and Rasheeduzzafar,(1990) .”Influence of corrosion and cracking on bond behaviour and strength of reinforced concrete members.” ACI Structural Journal, 87( 2), 220-231.
ASTM. (2002).”Standard practice for preparing, cleaning, and evaluating corrosion test specimens.” G1-90, West Conshohocken, PA.
Azad AK, Ahmad S, Al-Gohi BHA. (2010).”Flexural strength of corroded reinforced concrete beams.” Mag Concr Res ,62(6),405–14.
Badawi, M., Soudki, K. (2005).”Control of Corrosion-Induced Damage in Reinforced Concrete Beams Using Carbon Fiber-Reinforced Polymer Laminates.” J. Compos. Constr, 9, 195–201.
Badawi, M. A. (2003). ”Flexural response of uniform and shear-span corroded RC beams repaired with CFRP laminates.”MASc Thesis, University of Waterloo, Waterloo, Ontario, Canada.
Bennett, Jack. (1986).”Corrosion of reinforcing steel in concrete and its prevention by cathodic protection.” Anti-Corrosion Methods and Materials, Vol. 33, Iss: 11, pp.12 – 17.
Bicer K, Yalciner H, Pekrioglu BA, Kumbasaroglu A. (2018).”Effect of corrosion on flexural strength of reinforced concrete beams with polypropylene fibers.”Construct Build Mater, 185,574–88.
Bernardo LFA, Andrade JMA, Nunes NCG.(2015).” Generalized softened variable angle truss-model for reinforced concrete beams under torsion.”Mater Struct ,48(7),2169–93.
Bernardo LFA, Taborda CSB, Andrade JMA. (2015).”Ultimate torsional behaviour of axially restrained RC beams.” Comput Concr Int J, 16(1), 67–97.
Bernardo L, Andrade J, Lopes S.(2012).” Modified variable angle truss-model for torsion in reinforced concrete beams.”Mater Struct, 45(12), 1877–902.
Berto L, Vitaliani R, Saetta A, Simioni P. (2009).”Seismic assessment of existing RC structures affected by degradation phenomena.” Struct Saf, 31(4), 284–97
British Standard Institution. (1997).” Structural use of concrete: code of practice for design and construction.” BS 8110-1
Broomfield, J. P. (2007). ”Corrosion of Steel in Concrete: Understanding, Investigation and Repair.”2 nd Edition, Taylor and Francis Group, Oxford, United Kingdom.
Broomfield, J.P. (1997).”Corrosion of Steel in Concrete: Understanding, Investigation and Repair.” London: E & FN Spon.
Chalioris CE, Karayannis CG. (2013).”Experimental investigation of RC beams with rectangular spiral reinforcement in torsion.”Eng Struct, 56,286–97.
Cabrera, J. G.(1996). ”Deterioration of Concrete Due to Reinforcement Steel Corrosion.”Cement & Concrete Composites, 18 , pp. 47-59.
Chiu HJ, Fang IK, Young WT, Shiau JK. (2007).”Behavior of reinforced concrete beams with minimum torsional reinforcement.”Eng Struct, 29(9), 2193–205.
Contecvet. (2000).”A Validate User’s Manual for Assessing the Residual Service Life of Concrete Structures.”EC INNOVATION PROGRAMME, GEOCISA, GEOTECNIA Y CIMIENTOS, S.A.
Deifalla A, Hamed M, Saleh A, Ali T. (2014).” Exploring GFRP bars as reinforcement for rectangular and L-shaped beams subjected to significant torsion: an experimental study.”Eng Struct, 59,776–86.
Du Y.G., Clark L.A., Chan A.H.C. (2005). ”Effect of Corrosion on Ductility of Reinforcing Bars.”Magazine of Concrete Research, Vol. 57, No. 7, pp. 407-419.
El Maaddawy TA, Soudki KA. (2003).” Effectiveness of impressed current technique to simulate corrosion of steel reinforcement in concrete. ”Journal of Materials in Civil Engineering, 15(1), 41-47.
El Damatty A.A., Abushagur M., and Youssef M.A. (2003).”Experimental and analytical investigation of steel beams rehabilitated using GFRP sheets.”Steel and Composite Structures, 3(6), 421-438
Engineers Canada. (2013). ”Civil infrastructure systems technology road map 2003–2013.” Retrieved March ,from:http://www.engineerscanada.ca/files/w_trmreporteng.pdf
E.S.S.4756-1/2009. ”Egyptian Specification for Portland Cement.” Egypt.
E.S.S.1109/2010. ”Aggregates for Concrete. Ministry of Industry.”Cairo, Egypt.
E.C.P.203/2017. ”Egyptian Code of Practice: Design and Construction for Reinforced Concrete Structures .”Cairo, Egypt.
Fin J. O., FlahertyPritpal S., Manga Paul Lamber. (2008).”Elena H. Browne. Effect of under-reinforcement on the flexural strength of corroded beams.” Materials and Structures, 41,311–321
FIB. (2000).” Bond of Reinforcement in Concrete, State of the art report.” Switzerland: International Federation for Structural Concrete.
Galal K., Seif H.M., and Tirca L. (2012), ”Bond characteristics of various NSM FRP reinforcements in concrete.” Journal of Composites for Construction, 16(3), 265-276.
Hakan Yalciner, Atila Kumbasaroglu, Ahmet İhsan Turan.(2019).”Torsional behavior of reinforced concrete beams with corroded reinforcement.”Structures, 20, 476–488.
Huifeng Zhang, Jin Wu, Fengyu Jin, Chengjun Zhang.(2019).”Effect of corroded tension reinforcements onflexural performance of reinforced recycled aggregate concrete beams strengthened with CFRP.”Composites Part B ,162, 589–599.
Hunkeler, F. (2005).” Corrosion in Reinforced Concrete: Processes and Mechanisms. ”Switzerland: Technical Research and Consulting on Cement and Concrete.
Hsu TTC, Mo YL. (1985).”Softening of concrete in torsional members–theory and tests.”ACI J Proc ,82(3),290–303.
Jackson, J. (2015).”Cost of Corrosion Annually in the US Over $1 Trillion.” http://www.g2mtlabs.com/corrosion/cost-of-corrosion/
Ju H, Lee DH, Kim KS. (2019).” Minimum torsional reinforcement ratio for reinforced concrete members with steel fibers.”Compos Struct ,207,460–70.
Ju-Seong Jung, Bang Yeon Lee , and Kang-Seok Lee.(2019).” ExperimentalStudy on the StructuralPerformance Degradation of Corrosion-Damaged Reinforced Concrete Beams.”Hindawi Advances in Civil Engineering Volume 2019, Article ID 9562574,14 pages.
Kamil Bicer, Hakan Yalciner, , Ayse Pekrioglu Balkıs, Atila Kumbasaroglu. (2018).”Effect of corrosion on flexural strength of reinforced concrete beams with polypropylene fibers.”Construction and Building Materials 185 , 574–588.
Kamiński M, Pawlak W. (2011).” Load capacity and stiffness of angular cross section reinforced concrete beams under torsion.”Arch Civ Mech Eng ,11(4):885–903.
Koch, G., H., Brongers, M., P., H., Thompson, N., G., Virmani, Y., P., and Payer, J., H. (2001).”Corrosion cost and preventive strategies in the United States Federal Highway Administration Report.” FHWA-RD,01-156.
Lee H., Noguchi T., Tomosawa F.(2002).”Evaluation of the Bond Properties between Concrete and Reinforcement as a Function of the Degree of Reinforcement Corrosion.”Journal of Cement and Concrete Research, Vol.32, 2002.
Manalo A., Sirimanna C., Karunasena W., McGarva L., and Falzon P. (2016).”Pre-impregnated carbon fibre reinforced composite system for patch repair of steel I-beams.”Construction and Building Materials, 105,365-376.
Mangat, P.S., and Elgarf, M.S., (1999). ”Flexural strength of concrete beams with corroding reinforcement.”ACI Structural Journal, 96(1), 149–158.
Mo YL, Fan Y.(2006).” Torsional design of hybrid concrete box girders.” J Bridge Eng ,11(3):329–39.
Mosley WH, Bungey JH .(1990).” Reinforced concrete design.”4th edn. MacMillan Press Ltd., Basingstoke.
Naga Chaitanya C, Vamsi Krishna B.(2014).”An Experimental Study of Flexural Strength of Reinforced Concrete Beam Due To Corrosion.”IOSR Journal of Mechanical and Civil Engineering,Volume 11, Issue 4 Ver. II (Jul- Aug. 2014), PP 98-109.
Newman, J., and Chow, B. S. (2003). ”AdvancedConcrete Technology: Concrete Properties, Butterworth-Heinemann.” pp. 9/11.
Pedro R. Salom, M. ASCE , Janos Gergely, M.ASCE , and David T. Young, M.ASCE.(2004).” Torsional Strengthening of Spandrel Beams with Fiber-Reinforced Polymer Laminates.”J. Compos. Constr, 8,157-162.
Rahal KN. (2000).”Torsional strength of reinforced concrete beams.” Can J Civ Eng, 27(3), 445–53.
Rodriguez J, Ortega LM, Casal J. (1997).” Load carrying capacity of concrete structures with corroded reinforcement.”Con Build Mats 11(4), 239–248.
Sankholkar, Priyank Pravin. (2016). ”Confinement model for concrete .