Contents & References of Optimum installation arrangement of FRP materials in shear reinforcement of reinforced concrete beams with embedding method near the surface
List of tables e
List of diagrams and
List of figures h
Chapter One: Introduction
1-1 Introduction. 1
1-2 History. 2
1-3 statement of the problem, the importance of research and hypotheses 4
1-3-1 objectives of the thesis 5
1-3-2 structure of the thesis 5
1-3-3 hypotheses 6
Chapter two. 7
A review of the studies and works done. 7
2-1 What is FRP? 8
2-2 Reinforcements (fibers) 8
2-2-1 Glass fibers 10
2-2-2 Carbon fibers 11
2-2-3 Aramid 12
2-3 Background. 13
2-4 characteristics of FRP. 13
2-4-1 Physical properties 13
2-4-1-1 Density 13
2-4-1-2 Thermal expansion coefficient 14
2-4-2 Mechanical properties and behavior 15
2-4-2-1 Tensile behavior 15
2-4-2-2 Compressive behavior 16
2-4-2-3 Shear behavior 16
2-4-2-4 Adhesion behavior 17
2-4-2-5 Time function behavior 17
2-4-2-6 Durability 18
2-4-2-7 Maintenance and handling 19
2-5 types of FRP products. 19
2-5-1 composite rods 19
2-5-2 composite networks 20
2-5-3 composite cables 21
2-5-4 composite sheets 21
2-5-5 composite building profiles 22
2-6 application of materials FRP. 23
2-6-1 Application of FRP in strengthening columns 25
2-6-2 Application of FRP in strengthening shear walls 26
2-6-3 Application of FRP in strengthening slabs 26
2-6-4 Application of FRP in strengthening joints 27
2-6-5 Application of FRP in shear and bending reinforcement of beams 27
2-7 Installation methods of FRP materials in concrete structures. 29
2-7-1 External connection method (EBR) 29
2-7-2 Near-surface embedment method (NSM) 31
2-7-3 Shear failure modes in the beam reinforced with FRP materials 34
2-7-3-1 Types of shear mechanism of the beam reinforced by the EBR method 34
2-7-3-1-1 Shear failure with FRP sheet 34 tear
2-7-3-1-2 Shear failure without FRP sheet tear 35
2-7-3-1-3 Shear failure due to lack of bond or adhesion of FRP sheet 35
2-7-3-1-4 Failure near mechanical restraint 35
2-7-3-1-5 local rupture 35
2-7-3-2 types of reinforcement beam failure mechanism done by NSM method 36
2-7-4 advantages of the embedding method near the surface 36
2-8 review of the conducted research. 37
The third chapter. 49
Description of the tests performed. 49
3-1 Introduction. 50
3-2 properties of consumables. 51
3-3 method of making resistance. 53
3-4 specifications of tested beams. 56
3-5 conducting the test. 58
3-6 rupture mode. 60
3-7 Final Load of Beams 62
3-8 Conclusion. 65
The fourth chapter. 67
Description of numerical modeling. 67
4-1 Introduction. 68
4-2 laboratory sample. 69
4-3 specifications and modeling method. 70
4-4 Checking numerical modeling results with laboratory results. 74
4-5 Numerical modeling to check the optimal installation arrangement of FRP materials. 75
4-5-1 Description of modeled beams 75
4-5-2 Numerical modeling of beams 80
4-6 Calculation of FRP shear force in beam shear reinforcement by NSM method. 81
4-7 Numerical modeling results. 84
4-7-1 Investigating the effect of the number and spacing of GFRP rods in NSM beam shear strengthening 85
4-7-2 Investigating the installation angle of GFRP rods in NSM beam shear strengthening 92
4-8 Conclusion. 100
The fifth chapter. 102
Conclusion. 102
5-1 Conclusion. 103
Resources and references. 105