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Peeling Prevention In Strengthened Rc Beams Using End Cover Replacement
Faculty
Engineering
Year:
2018
Type of Publication:
ZU Hosted
Pages:
Authors:
Hisham Mohamed Ibrahim Alemam
Staff Zu Site
Abstract In Staff Site
Journal:
Structures Congress 2018 ASCE
Volume:
Keywords :
Peeling Prevention , Strengthened , Beams Using , Cover
Abstract:
End cover separation and shear crack debonding are the two most critical modes of failure in RC beams retrofitted with steel plates or carbon fiber reinforced polymer (CFRP) composite plates due to the brittle nature of the failures. In thi
Author Related Publications
Hisham Mohamed Ibrahim Alemam, "Flexural behavior of functionally graded concrete beams with different patterns", springer, 2021
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Hisham Mohamed Ibrahim Alemam, "Structural Characterization and Blast Response of Adobe Walls", ASCE, 2018
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Hisham Mohamed Ibrahim Alemam, "Efficient 3D modeling of damage in composite materials", SAGE, 2014
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Hisham Mohamed Ibrahim Alemam, "Composite Patch Configuration and Prestraining Effect on Crack Tip Deformation and Plastic Zone for Inclined Cracks", ASCE, 2016
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Hisham Mohamed Ibrahim Alemam, "Fatigue crack tip plasticity for inclined cracks", Springer, 2018
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Department Related Publications
Amal Abdelwahab Mohamed Badawy, "Assessment of Using Natural Fibers in Manufacturing the Thermally Isolated Bricks", Ain Shams Journal of Civil Engineering, 2009
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Hossameldien Mohamed Salam Helmy, "Implementing functionally graded fibers technique to enhance pinned-joint performance in cross-ply laminate polymeric composites", sciencedirect, 2023
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Ibrahim Attia Abdelmegeed Abdelgawad, "Effect of the NSM material and area on the flexural response of normal strength concrete beams internally reinforced with GFRP and steel bars", Elsevier, 2023
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Ibrahim Attia Abdelmegeed Abdelgawad, "Experimental and numerical investigation on the flexural performance of RC slabs strengthened with EB/NSM CFRP reinforcement and bonded reinforced HSC layers", Elsevier, 2023
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Selem Saleh Elsayed Ahmed Dawod, "Mechanical behavior of concrete at different levels of compressive strength", Fourth International Conference On Civil And Architecture Engineering, 2002
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