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Finite Element Analysis on the behavior of Strengthened RC Shallow T- Beams with Large Openings at Shear Zone Using CFRP and BFRP sheets
Faculty
Engineering
Year:
2017
Type of Publication:
ZU Hosted
Pages:
Authors:
Mahmoud Abdelhak Hassan Khater
Staff Zu Site
Abstract In Staff Site
Journal:
International Journal of Scientific Engineering and Applied Science (IJSEAS) – Volume-3, Issue-11, November 2017 International Journal of Scientific Engineering and Applied Science (IJSEAS) – Volume-3, Issue-11, November 2017
Volume:
Keywords :
Finite Element Analysis , , behavior , Strengthened , Shallow
Abstract:
Finite Element Modeling FEM using ANSYS v.15 program was performed to explore the efficiency of strengthening using carbon Fiber Reinforced Polymer CFRP and basalt Fiber Reinforced Polymer BFRP sheets for RC T-beams having shear zone large rectangular opening. Four strengthening schemes were discussed. It was concluded that introducing CFRP or BFRP sheets resulted in great increase in load carrying capacity and stiffness of the strengthened beams. Crack patterns and failure loads for the tested models were compared with experimental study carried out by the authors and FEM results were in good agreement with experimental results.
Author Related Publications
Mahmoud Abdelhak Hassan Khater, "EFFECT OF STEEL FIBERS ON FLEXURAL BEHAVIOR OF ULTRA HIGH PERFORMANCE R.C. BEAMS", EIJEST, 2013
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Mahmoud Abdelhak Hassan Khater, "Mechanical Properties ofUltra-High Performance Fiber Reinforced Concrete", IJEIT), 2014
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Mahmoud Abdelhak Hassan Khater, "Effect of Steel Fibers on Behavior of Ultra High Performance Concrete", UHPC, 2016
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Mahmoud Abdelhak Hassan Khater, "Enhancement of the Corrosion Resistance of Steel in Reinforced Concrete and Mortar Properties Using Carbon Nanotubes", 5th international conferencecorrision mitigationand surface technology, 2016
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Mahmoud Abdelhak Hassan Khater, "Strengthening of RC Shallow T-Beams with Shear Zone Large Openings Using CFRP and BFRP sheets: Experimental Study", International Journal of Scientific Engineering and Applied Science, 2017
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Department Related Publications
Elsayed saad Abdelsalam Salman, "S. Abdel Salam, A. Akl, O. Shallan, “DYNAMIC ANALYSIS OF TUNNEL”, Proceedings of the International Congress on Tunneling and ground Conditions, 3-7 April 1994, national Authority for Tunnels, Cairo, Egypt.", Proceedings of the International Congress on Tunneling and ground Conditions national Authority for Tunnels, Cairo, Egypt., 1994
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Elsayed saad Abdelsalam Salman, "S. Abdel Salam and M. Mashhour, “EFFECT OF FOOTING DIMENSIONS ON THE CONTACT PRESSURE AND INTERNAL STRESSES FOR A STRIP FOOTING” 24 Journal of Egyptian Society of Engineers, No.1, Vol.:P9-14,", 24 Journal of Egyptian Society of Engineers, No.1, Vol.:P9-14,, 1985
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Elsayed saad Abdelsalam Salman, "S. Abdel Salam, H.O. Soliman, O. Shallan, and Alaa M. Saad “SENSITIVITY ANALYSIS OF GEOMETRIC NON-LINEAR PARAMETERS ON CABLE–STAYED BRIDGES”11th Internal. Colloquium On Structural and Geot Eng. 17-19 May 2005 , Ain Shams Univ. , Cairo , Eg", S. Abdel Salam, H.O. Soliman, O. Shallan, and Alaa M. Saad “SENSITIVITY ANALYSIS OF GEOMETRIC NON-LINEAR PARAMETERS ON CABLE–STAYED BRIDGES”11th Inte, 2005
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Elsayed saad Abdelsalam Salman, "A. Elshihy, H. Shihab , S. Abdel Salam, M. Saleeb, “ SHORT-TERM AND LONG-TERM DEFLECTIONS OF FULLY COMPOSITE STEEL-CONCRETE BEAMS”, Proceedings of 8th Arab Structural Engg. Conference, Cairo University, Cairo Egypt, October, 2000.", Proceedings of 8th Arab Structural Engg. Conference, Cairo University, Cairo Egypt, 2000
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Mohammed Reda Ali Elewa, "Behavior of steel I-beam embedded in normal and steel fiber reinforced concrete incorporating demountable bolted connectors", Elsevier, 2019
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