{"product_id":"composites-for-construction-fr-structural-design-with-frp-materials-9780471681267","title":"Composites for Construction FR Structural Design with FRP Materials","description":"\u003cb\u003eBook Synopsis\u003c\/b\u003e\u003cbr\u003eThe first textbook on the design of FRP for structural engineering applications  Composites for Construction is a one-of-a-kind guide to understanding fiber-reinforced polymers (FRP) and designing and retrofitting structures with FRP.\u003cbr\u003e\u003cbr\u003e\u003cb\u003eTable of Contents\u003c\/b\u003e\u003cbr\u003e\u003cb\u003eChapter 1. Introduction.\u003c\/b\u003e  \u003cp\u003e1.1. Overview.\u003c\/p\u003e \u003cp\u003e1.2. Historical Background.\u003c\/p\u003e \u003cp\u003e1.3. FRP Reinforcements for New Concrete Structural Members.\u003c\/p\u003e \u003cp\u003e1.3.1. FRP bars or grids for reinforced concrete (RC) members.\u003c\/p\u003e \u003cp\u003e1.3.2. FRP tendons for prestressed concrete (PC) members.\u003c\/p\u003e \u003cp\u003e1.3.3. Stay-in-Place FRP formwork for reinforced concrete (RC) members.\u003c\/p\u003e \u003cp\u003e1.4. FRP Strengthening of Existing Structural Members .\u003c\/p\u003e \u003cp\u003e1.5. FRP Profiles for New Structures.\u003c\/p\u003e \u003cp\u003e1.6. Other Emerging Applications of Interest to Structural Engineers.\u003c\/p\u003e \u003cp\u003e1.7. Properties of FRP products for Structural Engineering Design.\u003c\/p\u003e \u003cp\u003e1.8. Published Design Guides, Codes and Specifications for FRP Composites in Structural Engineering..\u003c\/p\u003e \u003cp\u003e1.8.1. FRP Reinforcing Bars and Tendons.\u003c\/p\u003e \u003cp\u003e1.8.2. FRP Strengthening Systems.\u003c\/p\u003e \u003cp\u003e1.8.3. FRP Pultruded Profiles.\u003c\/p\u003e \u003cp\u003e1.8.4. Manufacturer Design Manuals.\u003c\/p\u003e \u003cp\u003e1.8.5. Key Conferences Series.\u003c\/p\u003e \u003cp\u003e1.8.6. Archival Journals.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 2. Materials and Manufacturing.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e2.1. Overview.\u003c\/p\u003e \u003cp\u003e2.2. Raw Materials.\u003c\/p\u003e \u003cp\u003e2.2.1. Reinforcing Fibers.\u003c\/p\u003e \u003cp\u003e2.2.2. Polymer Resins.\u003c\/p\u003e \u003cp\u003e2.3. Manufacturing Methods.\u003c\/p\u003e \u003cp\u003e2.3.1. Pultrusion.\u003c\/p\u003e \u003cp\u003e2.3.2. Hand-layup.\u003c\/p\u003e \u003cp\u003e2.3.3. Other Manufacturing Processes.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 3. Properties of FRP Composites .\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e3.1. Overview .\u003c\/p\u003e \u003cp\u003e3.2. Theoretical determination of properties.\u003c\/p\u003e \u003cp\u003e3.2.1. The fiber level .\u003c\/p\u003e \u003cp\u003e3.2.2. The lamina level .\u003c\/p\u003e \u003cp\u003e3.2.3. The laminate level.\u003c\/p\u003e \u003cp\u003e3.2.4. The full-section level .\u003c\/p\u003e \u003cp\u003e3.3. Experimental determination of properties .\u003c\/p\u003e \u003cp\u003e3.3.1. The fiber level .\u003c\/p\u003e \u003cp\u003e3.3.2.   The lamina level.\u003c\/p\u003e \u003cp\u003e3.3.3. The laminate level.\u003c\/p\u003e \u003cp\u003e3.3.4. The full-section level .\u003c\/p\u003e \u003cp\u003e3.4. Relevant Standard Test Methods for FRP Composites for Structural Engineers.\u003c\/p\u003e \u003cp\u003e3.4.1. American Society of Testing and Materials (ASTM).\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 4. Design Basis for FRP Reinforcements.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e4.1. Overview.\u003c\/p\u003e \u003cp\u003e4.2. Introduction.\u003c\/p\u003e \u003cp\u003e4.3. Properties of FRP Reinforcing Bars.\u003c\/p\u003e \u003cp\u003e4.4. Design Basis for FRP Reinforced Concrete .\u003c\/p\u003e \u003cp\u003e4.4.1. Resistance factors.\u003c\/p\u003e \u003cp\u003e4.4.2. Minimum reinforcement requirements.\u003c\/p\u003e \u003cp\u003e4.4.3. Determination of guaranteed properties of FRP rebars.\u003c\/p\u003e \u003cp\u003e4.4.4. Design for environmental effects on FRP rebars.\u003c\/p\u003e \u003cp\u003e4.4.5. Special considerations FRP rebars.\u003c\/p\u003e \u003cp\u003e4.4.6. Design for serviceability.\u003c\/p\u003e \u003cp\u003e4.4.7. Temperature and shrinkage reinforcement in slabs.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 5. FRP Flexural Reinforcement.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e5.1. Overview.\u003c\/p\u003e \u003cp\u003e5.2. Introduction.\u003c\/p\u003e \u003cp\u003e5.3. Flexural Strength of an FRP Reinforced Section.\u003c\/p\u003e \u003cp\u003e5.3.1. The over-reinforced section.\u003c\/p\u003e \u003cp\u003e5.3.2. The under-reinforced section.\u003c\/p\u003e \u003cp\u003e5.3.3. Minimum flexural reinforcement.\u003c\/p\u003e \u003cp\u003e5.4. Design procedure for an FRP reinforced flexural member.\u003c\/p\u003e \u003cp\u003e5.4.1. Design of FRP reinforced bridge deck slabs.\u003c\/p\u003e \u003cp\u003e5.5. Serviceability design of FRP reinforced beams.\u003c\/p\u003e \u003cp\u003e5.5.1. Deflections under service loads.\u003c\/p\u003e \u003cp\u003e5.5.2. Flexural Cracking.\u003c\/p\u003e \u003cp\u003e5.5.3. Creep and Fatigue at Service Loads.\u003c\/p\u003e \u003cp\u003e5.6. Design procedure for serviceability.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 6. FRP Shear Reinforcement .\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e6.1. Overview.\u003c\/p\u003e \u003cp\u003e6.2. Introduction.\u003c\/p\u003e \u003cp\u003e6.3. Shear design of an FRP reinforced concrete section.\u003c\/p\u003e \u003cp\u003e6.3.1. The concrete contribution to shear capacity.\u003c\/p\u003e \u003cp\u003e6.3.2. Shear capacity of FRP stirrups.\u003c\/p\u003e \u003cp\u003e6.3.3. Punching shear capacity in slabs.\u003c\/p\u003e \u003cp\u003e6.4. Limits on shear reinforcement and shear strengths for shear design.\u003c\/p\u003e \u003cp\u003e6.5. Design procedure for FRP shear reinforcement.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 7. FRP Reinforcement Detailing.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e7.1. Overview.\u003c\/p\u003e \u003cp\u003e7.2. Introduction.\u003c\/p\u003e \u003cp\u003e7.3. Geometric details.\u003c\/p\u003e \u003cp\u003e7.3.1. Calculation of bar spacing.\u003c\/p\u003e \u003cp\u003e7.4. Bond strength of FRP bars.\u003c\/p\u003e \u003cp\u003e7.5. Development of straight FRP bars.\u003c\/p\u003e \u003cp\u003e7.6. Development of hooked FRP bars.\u003c\/p\u003e \u003cp\u003e7.7. Lap splices for FRP bars.\u003c\/p\u003e \u003cp\u003e7.8. Design procedure to detail FRP bars in a beam.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 8. Design Basis for FRP Strengthening.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e8.1. Overview.\u003c\/p\u003e \u003cp\u003e8.2. Introduction.\u003c\/p\u003e \u003cp\u003e8.3. Properties of FRP Strengthening Systems.\u003c\/p\u003e \u003cp\u003e8.4. Design Basis for FRP Strengthening Systems .\u003c\/p\u003e \u003cp\u003e8.4.1. Resistance Factors.\u003c\/p\u003e \u003cp\u003e8.4.2. Guaranteed properties.\u003c\/p\u003e \u003cp\u003e8.4.3. Environmental effects.\u003c\/p\u003e \u003cp\u003e8.4.4. Limits of strengthening.\u003c\/p\u003e \u003cp\u003e8.4.5. Limits on stresses in FRP strengthening systems at service loads.\u003c\/p\u003e \u003cp\u003e8.4.6. Compression strengthening in flexural members.\u003c\/p\u003e \u003cp\u003e8.5. Deflections in FRP strengthened structures.\u003c\/p\u003e \u003cp\u003e8.6. FRP strengthening system area calculations.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 9. FRP Flexural Strengthening.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e9.1. Overview.\u003c\/p\u003e \u003cp\u003e9.2. Introduction to FRP flexural strengthening .\u003c\/p\u003e \u003cp\u003e9.3. Flexural capacity of an FRP strengthened member.\u003c\/p\u003e \u003cp\u003e9.3.1. Stress in the FRP strengthening system.\u003c\/p\u003e \u003cp\u003e9.3.2. Strain in the internal reinforcing steel .\u003c\/p\u003e \u003cp\u003e9.3.3. Neutral axis depth.\u003c\/p\u003e \u003cp\u003e9.3.4. The existing substrate strain.\u003c\/p\u003e \u003cp\u003e9.4. Determination of failure modes and flexural capacity.\u003c\/p\u003e \u003cp\u003e9.4.1. Mode 1a - Concrete crushing after steel yields.\u003c\/p\u003e \u003cp\u003e9.4.2. Mode 1b - Concrete crushing before steel yields.\u003c\/p\u003e \u003cp\u003e9.4.3. Mode 2a - FRP failure after steel yields .\u003c\/p\u003e \u003cp\u003e9.4.4. Mode 2b - FRP failure before steel yields.\u003c\/p\u003e \u003cp\u003e9.5. The Balanced Condition.\u003c\/p\u003e \u003cp\u003e9.6. Detailing for flexural strengthening.\u003c\/p\u003e \u003cp\u003e9.7. Design Procedure for a flexurally strengthened concrete member.\u003c\/p\u003e \u003cp\u003e9.8. Serviceability of FRP strengthened flexural members.\u003c\/p\u003e \u003cp\u003e9.8.1. The cracked FRP strengthened section.\u003c\/p\u003e \u003cp\u003e9.8.2. Service level stress in the internal steel reinforcing bars.\u003c\/p\u003e \u003cp\u003e9.8.3. Service level stresses in the FRP strengthening system.\u003c\/p\u003e \u003cp\u003e9.9. Load-deflection response of FRP strengthened flexural members.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 10. FRP Shear Strengthening.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e10.1. Overview.\u003c\/p\u003e \u003cp\u003e10.2. Introduction to FRP shear strengthening.\u003c\/p\u003e \u003cp\u003e10.3. Shear capacity of an FRP strengthened member.\u003c\/p\u003e \u003cp\u003e10.4. Effective strain in the FRP for shear strengthening .\u003c\/p\u003e \u003cp\u003e10.5. Design Procedure for shear strengthening.\u003c\/p\u003e \u003cp\u003e10.6. Shear strengthening of fully-wrapped axially loaded columns .\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 11. FRP Confining.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e11.1. Overview.\u003c\/p\u003e \u003cp\u003e11.2. Introduction to FRP confining.\u003c\/p\u003e \u003cp\u003e11.3. FRP confining for axial strengthening.\u003c\/p\u003e \u003cp\u003e11.3.1. Serviceability for FRP strengthened axial members.\u003c\/p\u003e \u003cp\u003e11.4. Design procedure for FRP axial strengthening of RC circular columns.\u003c\/p\u003e \u003cp\u003e11.5. FRP strengthened eccentrically-loaded columns .\u003c\/p\u003e \u003cp\u003e11.6. FRP confining for increased ductility.\u003c\/p\u003e \u003cp\u003e11.6.1. Lateral Displacement Ductility.\u003c\/p\u003e \u003cp\u003e11.6.2. Flexural Hinge Confinement.\u003c\/p\u003e \u003cp\u003e11.7. Design Procedure for Flexural Hinge Confinement.\u003c\/p\u003e \u003cp\u003e11.8. Lap Splice Region Confinement.\u003c\/p\u003e \u003cp\u003e11.9. Plastic Shear Overstrength Demand.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 12. Design Basis for FRP Profiles.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e12.1. Overview.\u003c\/p\u003e \u003cp\u003e12.2 Introduction.\u003c\/p\u003e \u003cp\u003e12.3. Properties of Pultruded Profiles.\u003c\/p\u003e \u003cp\u003e12.4. Design Basis for FRP Pultruded Structures.\u003c\/p\u003e \u003cp\u003e12.4.1. Allowable Stress Design (ASD).\u003c\/p\u003e \u003cp\u003e12.4.2. Load and Resistance Factor Design (LRFD).\u003c\/p\u003e \u003cp\u003e12.5. Performance Based Design (PBD).\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 13. Pultruded Flexural Members.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e13.1. Overview.\u003c\/p\u003e \u003cp\u003e13.2. Introduction to pultruded flexural members.\u003c\/p\u003e \u003cp\u003e13.3. Stresses in flexural members.\u003c\/p\u003e \u003cp\u003e13.4. Deformations in flexural members.\u003c\/p\u003e \u003cp\u003e13.5. Determination of deflections and stresses for serviceability and ultimate limit states.\u003c\/p\u003e \u003cp\u003e13.6. Serviceability limits states.\u003c\/p\u003e \u003cp\u003e13.6.1. Deformation limit state ? transverse deflection.\u003c\/p\u003e \u003cp\u003e13.6.2. Long-term deflection in pultruded beams.\u003c\/p\u003e \u003cp\u003e13.7. Ultimate limit states.\u003c\/p\u003e \u003cp\u003e13.7.1. Lateral-torsional buckling.\u003c\/p\u003e \u003cp\u003e13.7.2. Local buckling of walls due to in-plane compression.\u003c\/p\u003e \u003cp\u003e13.7.3. Local buckling of walls due to in-plane shear .\u003c\/p\u003e \u003cp\u003e13.7.4. Web crushing and web buckling in the transverse direction.\u003c\/p\u003e \u003cp\u003e13.7.5. Additional factors affecting local buckling in pultruded profiles.\u003c\/p\u003e \u003cp\u003e13.7.6. Flange and web longitudinal material failure .\u003c\/p\u003e \u003cp\u003e13.7.7. Flange and web material shear failure .\u003c\/p\u003e \u003cp\u003e13.8. Design procedure for flexural members.\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 14. Pultruded Axial Members.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e14.1. Overview.\u003c\/p\u003e \u003cp\u003e14.2. Introduction to pultruded axial members.\u003c\/p\u003e \u003cp\u003e14.3. Concentrically loaded compression members.\u003c\/p\u003e \u003cp\u003e14.4. Deformations in concentrically loaded compression members.\u003c\/p\u003e \u003cp\u003e14.5. Determination of deflections and stresses for serviceability and ultimate limit states.\u003c\/p\u003e \u003cp\u003e14.6. Serviceability limits states.\u003c\/p\u003e \u003cp\u003e14.6.1. Deformation limit state ? axial shortening.\u003c\/p\u003e \u003cp\u003e14.7. Ultimate limit states.\u003c\/p\u003e \u003cp\u003e14.7.1. Global flexural buckling.\u003c\/p\u003e \u003cp\u003e14.7.2. Global torsional buckling.\u003c\/p\u003e \u003cp\u003e14.7.3. Local buckling due to axial loads.\u003c\/p\u003e \u003cp\u003e14.7.4. Interaction between local and global buckling modes in intermediate length compression members.\u003c\/p\u003e \u003cp\u003e14.7.5. Flange and web longitudinal material failure .\u003c\/p\u003e \u003cp\u003e14.8. Design procedure for concentrically loaded compression members.\u003c\/p\u003e \u003cp\u003e14.9. Concentrically loaded tension members.\u003c\/p\u003e \u003cp\u003e14.9.1 Deformations in concentrically loaded tension members.\u003c\/p\u003e \u003cp\u003e14.10. Determination of deflections and stresses for serviceability and ultimate limit states.\u003c\/p\u003e \u003cp\u003e14.10.1. Deformation limit state ? axial elongation .\u003c\/p\u003e \u003cp\u003e14.11. Ultimate limit states.\u003c\/p\u003e \u003cp\u003e14.11.1. Longitudinal material failure on the gross area .\u003c\/p\u003e \u003cp\u003e14.11.2. Longitudinal material failure on the net area .\u003c\/p\u003e \u003cp\u003e14.12. Design procedure for concentrically loaded tension members.\u003c\/p\u003e \u003cp\u003e14.13. Combined load members.\u003c\/p\u003e \u003cp\u003e14.13.1. Members subjected to combined flexure and compression (beam-columns).\u003c\/p\u003e \u003cp\u003e14.13.2. Members subjected to combined flexure and tension .\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 15. Pultruded Connections.\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e15.1. Overview.\u003c\/p\u003e \u003cp\u003e15.2. Introduction to pultruded connections.\u003c\/p\u003e \u003cp\u003e15.2.1. Conventional Pultruded Connections.\u003c\/p\u003e \u003cp\u003e15.2.2 Custom Pultruded Connections.\u003c\/p\u003e \u003cp\u003e15.3. Mechanical Fasteners and Connection Parts.\u003c\/p\u003e \u003cp\u003e15.3.1. FRP nuts and bolts.\u003c\/p\u003e \u003cp\u003e15.4. Research on Heavy Beam-to-column Pultruded Connections .\u003c\/p\u003e \u003cp\u003e15.5. Bolted Pultruded Connections.\u003c\/p\u003e \u003cp\u003e15.6. Light-truss pultruded connections.\u003c\/p\u003e \u003cp\u003e15.6.1. Lap-joint connections.\u003c\/p\u003e \u003cp\u003e15.7. Heavy frame pultruded connections.\u003c\/p\u003e \u003cp\u003e15.8. Design of bolted pultruded connections.\u003c\/p\u003e \u003cp\u003e15.9. Determination of stresses in in-plane lap-joints.\u003c\/p\u003e \u003cp\u003e15.9.1 Bearing stress in the base pultruded material.\u003c\/p\u003e \u003cp\u003e15.9.2. Net-tension stress in the base pultruded material.\u003c\/p\u003e \u003cp\u003e15.9.3. Shear-out stress in the base pultruded material.\u003c\/p\u003e \u003cp\u003e15.9.4. Shear stress on the bolt.\u003c\/p\u003e \u003cp\u003e15.10. Stresses in out-of-plane shear connections.\u003c\/p\u003e \u003cp\u003e15.10.1. Longitudinal shear stress at the heel of the angle.\u003c\/p\u003e \u003cp\u003e15.10.2. Flexural stress in the leg of the angle bolted to the column member.\u003c\/p\u003e \u003cp\u003e15.10.3. Transverse tensile stress in the web-flange junction of the column.\u003c\/p\u003e \u003cp\u003e15.10.4. Block shear in the beam web.\u003c\/p\u003e \u003cp\u003e15.10.5. Flexural and shear stresses in flexible seated connections.\u003c\/p\u003e \u003cp\u003e15.11. Critical Connection Limit States.\u003c\/p\u003e \u003cp\u003e15.12. Design Procedure for a pultruded connection.\u003c\/p\u003e","brand":"Wiley","offers":[{"title":"Default Title","offer_id":53515431674199,"sku":"9780471681267","price":134.06,"currency_code":"GBP","in_stock":true}],"url":"https:\/\/bookcurl.com\/products\/composites-for-construction-fr-structural-design-with-frp-materials-9780471681267","provider":"Book Curl","version":"1.0","type":"link"}