بحث بيانات أعضاء هيئة التدريس - جامعة الزقازيق

ابراهيم عطيه عبدالجيد عبدالجواد

الموقع الشخصى
السيرة الذاتية

ابراهيم عطيه عبدالجيد عبدالجواد

الكلية الهندسة - القسم هندسة مواد
هندسه مواد

الدرجات العلمية

بكالوريوس فى هندسه مواد, -جامعة الزقازيق [2004]
بكالوريوس فى هندسه مواد, -جامعة الزقازيق [2004]
ماجستير فى هندسه مواد, -جامعة الزقازيق [2009]
(التحليل بالعناصر المحدوده لكميرات الصلب المقواه بالالواح البوليمر المسلحه بالاياف الكربون)

التدرج الوظيفى الأكاديمى

معيد : 4/11/2004
مدرس مساعد : 7/3/2009
مدرس : 20/5/2014
أستاذ مساعد : 25/6/2019
أستاذ : 29/10/2024

الأبحاث العلمية

1 - Experimental and analytical investigation into the flexural performance of RC beams with partially and fully bonded NSM FRP bars/strips (1436).

2 - Flexural behavior of RC beams strengthened by NSM GFRP Bars having different end conditions (1437).

3 - Strengthening of RC Beams with Improved Side Near-Surface Mounted GFRP Bars Technique (1437).

4 - Assessment of Adhesively Bonded Joints in Repairing and Joining Steel Plates (1431).

5 - A numerical investigation on the flexural efficiency of steel beams strengthened by different lengths of CFRP plates (1430).

6 - Failure analysis of strengthened steel I-beams by bonded CFRP plates (1429).

7 - Experimental study of the influence of adhesive properties and bond length on the bond behaviour of NSM FRP bars in concrete (1437).

8 - Experimental and numerical study of RC beams strengthened with bottom and side NSM GFRP bars having different end conditions (1438).

9 - THE ROLE OF CEMENT CONTENT ON CONTROLLING THE COMPRESSIVE STRENGTH AND WATER ABSORPTION OF NANO SILICA CONCRETE (1439).

10 - Misuse of transfer plate/floor concept in the traditional buildings in KSA (1438).

11 - An experimental study of different factors affecting the bond of NSM FRP bars in concrete (1434).

12 - Effect of axial stiffness of NSM FRP reinforcement and concrete cover confinement on flexural behaviour of strengthened RC beams: Experimental and numerical study (1440).

13 - Flexural response analysis of passive and active near surface- mounted joints: experimental and finite element analysis (1439).

14 - The Effect of Recycled Coarse Aggregate and Industrial Wastes on the Compressive Strength at Normal and Elevated Temperatures (1439).

15 - Performance of Residual Properties for High Strength Concrete Incorporating Nano Silica against Temperatures (1439).

16 - User Thermal Comfort in Historic Buildings Evaluation of the Potential of Thermal Mass, Orientation, Evaporative Cooling and Ventilation (1442).

17 - Adjustment of the Indoor Environmental Quality Assessment Field for Taif City-Saudi Arabia (1442).

18 - The influence of interaction between NSM and internal reinforcements on the structural behavior of upgrading RC beams (1441).

19 - Flexural response and load capacity of reinforced concrete beams strengthened with reinforced mortar layer (1442).

20 - Experimental and theoretical study on the compressive strength of the high strength concrete incorporating steel fiber and metakaolin (1442).

21 - Strength and Mass Loss Evaluation of HSC with Silica Fume and Nano‑Silica Exposed to Elevated Temperatures (1442).

22 - Mechanical properties and durability assessment of nylon fiber reinforced self-compacting concrete (1443).

23 - Behavior of steel beams with different web profiles along the beam length (1442).

24 - Developing and Applying a Model for Evaluating Risks Affecting Greening Existing Buildings (1442).

25 - Failure Mechanism of Hybrid Steel Beams with Trapezoidal Corrugated-Web Non-Welded Inclined Folds (1442).

26 - Flexural behaviour of hollow concrete beams under three points loading: Experimental and numerical study (1442).

27 - Flexural Response and Failure Analysis of Solid and Hollow Core Concrete Beams with Additional Opening at Different Locations (1443).

28 - Flexural behavior of rubberized concrete beams strengthened in shear using welded wire mesh (1441).

29 - Flexural response of SF concrete beams internally reinforced with different types of FRP bars (1442).

30 - Numerical Analysis of Hybrid Steel Beams with Trapezoidal Corrugated Web Nonwelded Inclined Folds (1442).

31 - Stakeholder’s Perspective on Green Building Rating Systems in Saudi Arabia: The Case of LEED, Mostadam, and the SDGs (1442).

32 - Strength and Water Absorption of Sustainable Concrete Produced with Recycled Basaltic Concrete Aggregates and Powder (1442).

33 - An innovative approach to check buildings insulation efficiency using thermal cameras (1443).

34 - Trapezoidally corrugated web steel beams loaded over horizontal and inclined folds (1443).

35 - Effect ofWaste Basalt Fines and Recycled Concrete Components on Mechanical,Water Absorption, and Microstructure Characteristics of Concrete (1443).

36 - Potential of Solatube technology as passive daylight systems for sustainable buildings in Saudi Arabia (1442).

37 - Effect of Main and NSM Reinforcing Materials on the Behavior of the Shear Strengthened RC Beams with NSM Reinforced HSC Layers and Bars (1444).

38 - Shear performance of reinforced concrete beams strengthened in shear using NSM bars and reinforced HSC layers (1445).

39 - Effect of Normal and Rubberized Concrete Properties on the Behavior of RC Columns Strengthened with EB CFRP Laminates and WeldedWire Mesh under Static Axial Loading (1444).

40 - Flexural Behavior and Capacity of Composite Concrete-Steel Beams Using Various Shear Connectors (1444).

41 - Effect of main and NSM reinforcing materials on the behavior of the shear strengthened RC beams with NSM reinforced HSC layers and bars (1444).

42 - Effect of the NSM material and area on the flexural response of normal strength concrete beams internally reinforced with GFRP and steel bars (1444).

43 - Evaluating and selecting the best sustainable concrete mixes based on recycled waste materials (1445).

44 - Experimental and numerical investigation on the flexural performance of RC slabs strengthened with EB/NSM CFRP reinforcement and bonded reinforced HSC layers (1444).

45 - Flexural response of GFRP RC beams strengthened with side and bottom NSM GFRP bars (1444).

46 - Minimizing the crumb rubber effects on the flexural behaviour of the layered RC beams cast using rubberized concrete with or without recycled tire steel fibers (1444).

47 - Performance of NSM and EB methods on the flexural capacity of the RC beams strengthened with reinforced HSC layers (1445).

48 - Shear performance of reinforced concrete beams strengthened in shear using NSM bars and reinforced HSC layers (1445).

49 - Utilizing Artificial Intelligence Approaches to Determine the Shear Strength of Steel Beams with Flat Webs (1444).

50 - The flexural response of RC beams strengthened by EB/NSM techniques using FRP and metal materials: a state‑of‑the‑art review (1445).

51 - Effect of rubberized concrete integrating uncoated and coated crumb rubber on the flexural behavior of the RC beams reinforced with steel and GFRP bars (1445).

52 - Flexural behavior of steel/GFRP reinforced concrete beams having layered sections integrated with normal and rubberized concrete (1446).

53 - Behavior of self-compacting recycled concrete filled aluminum tubular columns under concentric compressive load (1445).

54 - Effect of particle size of the coated and un-coated crumb rubber on the mechanical properties and water absorption of rubberized concrete (1445).

55 - The flexural behavior and efficiency of RC beams strengthened with SNSM bars under the effect of several end conditions and material properties (1445).

56 - Effect of NSM end conditions and materials on flexural response of the RC beams strengthened with novel hybrid steel-FRP bars (1446).

57 - Pull-out bond efficiency and load capacity of the bonded HSC strips reinforced with steel and FRP bars to concrete (1446).

المجالات البحثية

strengthening of concrete