Fiber-reinforced polymer (FRP) reinforcements for concrete structures and civil engineering applications have become one of the innovative and fast-growing technologies to stop the rapid degradation of conventional steel-reinforced concrete infrastructure. FRP reinforcements for construction can be divided into three main types: 1. External sheets or plates to rehabilitate and repair existing concrete and masonry structures, and in some cases steel and wood structures; 2. Internal FRP bars or tendons for new and existing reinforced concrete structures, and 3. FRP stay-in-place forms to be filled with unreinforced or reinforced concrete. A considerable and valuable development and application\u2019s work has been accomplished during the last three decades, leading to the development of numerous design guidelines and codes around the world, making the FRP-reinforcement technology one of the fast-growing markets in the construction industry. During the ACI Concrete Convention, Fall 2021, four full sessions were sponsored and organized by ACI Committee 440. Session S1 was focused on the bond and durability of internal FRP bars; Session S2 on codes, design examples, and applications of FRP internal reinforcements; Session S3 on external FRP reinforcements; and Session S4 on new systems and applications of FRP reinforcements, such as CFFT post-tensioned beams, GFRP-reinforced concrete sandwich panels, FRP-reinforced masonry walls, CFFT under impact lateral loading, near-surface mounted FRP-bars, and GFRP-reinforced-UHPC bridge deck joints.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | Frontmatter <\/td>\n<\/tr>\n | ||||||
| 5<\/td>\n | Preface <\/td>\n<\/tr>\n | ||||||
| 7<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
| 9<\/td>\n | Bond Study of Corrosion-Free Reinforcement Embedded in Eco-Friendly Concrete <\/td>\n<\/tr>\n | ||||||
| 44<\/td>\n | Numerical Investigation on Mechanical Splices for GFRP Reinforcing Bars <\/td>\n<\/tr>\n | ||||||
| 54<\/td>\n | Preliminary Experimental Results of the Bond between GFRP Bars and Concrete <\/td>\n<\/tr>\n | ||||||
| 69<\/td>\n | Development Length of GFRP Rebars in Reinforced Concrete Members under Flexure <\/td>\n<\/tr>\n | ||||||
| 80<\/td>\n | Modeling of Thermal Spalling for a GFRP-Reinforced Concrete Slab <\/td>\n<\/tr>\n | ||||||
| 96<\/td>\n | Evaluation of Progressive Damage in GFRP Bars \u2013 Low and Large Strain Experimental Program and Numerical Simulations <\/td>\n<\/tr>\n | ||||||
| 117<\/td>\n | Evaluation of FRP Bars & Meshes Used as Secondary Reinforcement for Nonstructural Concrete Members for Building Code Compliance <\/td>\n<\/tr>\n | ||||||
| 128<\/td>\n | Reliability of Compression-Controlled FRP RC Flexural Members Designed using North American Codes and Standards: Comparison and FRP Material Resistance\/Strength Reduction Factor Calibration <\/td>\n<\/tr>\n | ||||||
| 139<\/td>\n | Implementation of GFRP-Reinforced Concrete Draft Code Provisions <\/td>\n<\/tr>\n | ||||||
| 160<\/td>\n | Design and Driving Performance of Two GFRP-Reinforced Concrete Piles <\/td>\n<\/tr>\n | ||||||
| 178<\/td>\n | Assessment of Shear Strength Design Models for Fiber-Reinforced Concrete Deep Beams Reinforced with Steel or FRP Bars <\/td>\n<\/tr>\n | ||||||
| 199<\/td>\n | Effects of Masonry Infill Retrofit with FRP Materials on the Seismic Behaviour of RC Frames <\/td>\n<\/tr>\n | ||||||
| 211<\/td>\n | Literature Review on External Carbon Fiber-Reinforced Polymers (CFRP) Reinforcements for Concrete Bridges <\/td>\n<\/tr>\n | ||||||
| 232<\/td>\n | Nondestructive Evaluation of Reinforced Concrete Slabs Rehabilitated with Glass Fiber-Reinforced Polymers <\/td>\n<\/tr>\n | ||||||
| 246<\/td>\n | Finite Element Modeling of the Bond-Slip Behavior of CFRP Anchors <\/td>\n<\/tr>\n | ||||||
| 266<\/td>\n | Effect of Prestressing Ratio on Concrete-Filled FRP Rectangular Tube Beams Tested in Flexure <\/td>\n<\/tr>\n | ||||||
| 281<\/td>\n | Numerical Evaluation of a New Concrete Sandwich Panel Containing UHPC Wythes, and GFRP Reinforcement and Connectors <\/td>\n<\/tr>\n | ||||||
| 299<\/td>\n | Flexural Design of Masonry Walls Reinforced with FRP Bars Based on Full-Scale Structural Tests <\/td>\n<\/tr>\n | ||||||
| 320<\/td>\n | Behaviour of Circular Concrete-Filled FRP Tube Columns under Lateral Impact Loading: Numerical Study <\/td>\n<\/tr>\n | ||||||
| 335<\/td>\n | Nonlinear Finite Element Modeling of Continuous RC Beams Strengthened with Near Surface Mounted FRP Bars <\/td>\n<\/tr>\n | ||||||
| 355<\/td>\n | Ultimate and Fatigue Responses of GFRP-Reinforced, UHPC-Filled, Bridge Deck Joints <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ACI SP-356: Development and Applications of FRP Reinforcements (DA-FRPR\u201921)<\/b><\/p>\n |