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Composites for Construction
Structural Design with FRP Materials
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Lawrence C. Bank, PE, PhD, is Professor in the Department of Civil and Environmental Engineering at the University of Wisconsin-Madison. He has over twenty years of experience in research, consulting, and education in FRP composites for construction. He is the founding editor and former editor in chief of the ASCE Journal of Composites for Construction and a Fellow of the ASCE and the International Institute for FRP in Construction (IIFC) based in Hong Kong. He is a member of ACI Committee 440 (FRP Reinforcement) and of ASTM Committees D-20 (Plastics) and D-30 (Composite Materials). He has received the Walter L. Huber Civil Engineering Research Prize, the Thomas Fitch Rowland Prize, and the Richard R. Torrens Award from ASCE for his work related to composites for construction.
Chapter 1. Introduction. 1.1. Overview. 1.2. Historical Background. 1.3. FRP Reinforcements for New Concrete Structural Members. 1.3.1. FRP bars or grids for reinforced concrete (RC) members. 1.3.2. FRP tendons for prestressed concrete (PC) members. 1.3.3. Stay-in-Place FRP formwork for reinforced concrete (RC) members. 1.4. FRP Strengthening of Existing Structural Members . 1.5. FRP Profiles for New Structures. 1.6. Other Emerging Applications of Interest to Structural Engineers. 1.7. Properties of FRP products for Structural Engineering Design. 1.8. Published Design Guides, Codes and Specifications for FRP Composites in Structural Engineering. 1.8.1. FRP Reinforcing Bars and Tendons. 1.8.2. FRP Strengthening Systems. 1.8.3. FRP Pultruded Profiles. 1.8.4. Manufacturer Design Manuals. 1.8.5. Key Conferences Series. 1.8.6. Archival Journals. Chapter 2. Materials and Manufacturing. 2.1. Overview. 2.2. Raw Materials. 2.2.1. Reinforcing Fibers. 2.2.2. Polymer Resins. 2.3. Manufacturing Methods. 2.3.1. Pultrusion. 2.3.2. Hand-layup. 2.3.3. Other Manufacturing Processes. Chapter 3. Properties of FRP Composites . 3.1. Overview . 3.2. Theoretical determination of properties. 3.2.1. The fiber level . 3.2.2. The lamina level . 3.2.3. The laminate level. 3.2.4. The full-section level . 3.3. Experimental determination of properties . 3.3.1. The fiber level . 3.3.2. The lamina level. 3.3.3. The laminate level. 3.3.4. The full-section level . 3.4. Relevant Standard Test Methods for FRP Composites for Structural Engineers. 3.4.1. American Society of Testing and Materials (ASTM). Chapter 4. Design Basis for FRP Reinforcements. 4.1. Overview. 4.2. Introduction. 4.3. Properties of FRP Reinforcing Bars. 4.4. Design Basis for FRP Reinforced Concrete . 4.4.1. Resistance factors. 4.4.2. Minimum reinforcement requirements. 4.4.3. Determination of guaranteed properties of FRP rebars. 4.4.4. Design for environmental effects on FRP rebars. 4.4.5. Special considerations FRP rebars. 4.4.6. Design for serviceability. 4.4.7. Temperature and shrinkage reinforcement in slabs. Chapter 5. FRP Flexural Reinforcement. 5.1. Overview. 5.2. Introduction. 5.3. Flexural Strength of an FRP Reinforced Section. 5.3.1. The over-reinforced section. 5.3.2. The under-reinforced section. 5.3.3. Minimum flexural reinforcement. 5.4. Design procedure for an FRP reinforced flexural member. 5.4.1. Design of FRP reinforced bridge deck slabs. 5.5. Serviceability design of FRP reinforced beams. 5.5.1. Deflections under service loads. 5.5.2. Flexural Cracking. 5.5.3. Creep and Fatigue at Service Loads. 5.6. Design procedure for serviceability. Chapter 6. FRP Shear Reinforcement . 6.1. Overview. 6.2. Introduction. 6.3. Shear design of an FRP reinforced concrete section. 6.3.1. The concrete contribution to shear capacity. 6.3.2. Shear capacity of FRP stirrups. 6.3.3. Punching shear capacity in slabs. 6.4. Limits on shear reinforcement and shear strengths for shear design. 6.5. Design procedure for FRP shear reinforcement. Chapter 7. FRP Reinforcement Detailing. 7.1. Overview. 7.2. Introduction. 7.3. Geometric details. 7.3.1. Calculation of bar spacing. 7.4. Bond strength of FRP bars. 7.5. Development of straight FRP bars. 7.6. Development of hooked FRP bars. 7.7. Lap splices for FRP bars. 7.8. Design procedure to detail FRP bars in a beam. Chapter 8. Design Basis for FRP Strengthening. 8.1. Overview. 8.2. Introduction. 8.3. Properties of FRP Strengthening Systems. 8.4. Design Basis for FRP Strengthening Systems . 8.4.1. Resistance Factors. 8.4.2. Guaranteed properties. 8.4.3. Environmental effects. 8.4.4. Limits of strengthening. 8.4.5. Limits on stresses in FRP strengthening systems at service loads. 8.4.6. Compression strengthening in flexural members. 8.5. Deflections in FRP strengthened structures. 8.6. FRP strengthening system area calculations. Chapter 9. FRP Flexural Strengthening. 9.1. Overview. 9.2. Introduction to FRP flexural strengthening . 9.3. Flexural capacity of an FR