10th International Conference on FRP Composites in Civil Engineering : Proceedings of CICE 2020/2021 / / edited by Alper Ilki, Medine Ispir, Pinar Inci

• Pubblicazione: Cham : , : Springer International Publishing : , : Imprint : Springer, , 2022
• Edizione: 1st ed. 2022.
• Descrizione fisica: 1 online resource (2516 pages)
• Disciplina: 620.118
• Soggetto topico: Concrete; Building materials; Fire prevention; Buildings - Protection; Geotechnical engineering; Structural Materials; Fire Science, Hazard Control, Building Safety; Geotechnical Engineering and Applied Earth Sciences
• Persona (resp. second.): İlkiAlper; IspirMedine; InciPinar
• Nota di contenuto: Intro -- Preface -- CICE 2020/2021 Message From The President of IIFC -- Organization -- International Scientific Committee -- Conference Organizing Committee -- Organizers of Mini Symposium -- Mini Symposium on Advances and Challenges in Seismic Strengthening of RC Structures with Fibre-Reinforced Composite Materials (FRP, FRCM/TRM, FRCC) -- Organizer -- Co-organizer -- Mini Symposium on Advances in the Investigation of the Bond Mechanism of FRP, FRCM, TRM, and SRG Composites -- Organizer -- Co-organizer -- Mini Symposium on Reinforcing and Strengthening Structures using Prestressed FRP -- Organizer -- Mini Symposium on Strengthening of Steel Structures -- Organizer -- Co-organizer -- Mini Symposium on Toward the Structural Eurocode of Design of FRP Structures -- Organizer -- Co-organizers -- Keynote Lecturers -- Invited Lecturers -- Extended Abstracts of Keynote/ Invited Lectures -- Standard Material or Material Standard? Challenges and Opportunities in Codes and Standards Development -- Extended Abstract -- The Evolution of ACI 440.1R -- References -- Analytical Identification of Stress-Strain Relationship of Concrete in FRP-Confined Columns -- Introduction -- Development of the Analytical Method -- References -- Discrete Mesoscale Concrete Model for Simulation of Size-Dependent Shear Response of GFRP-Reinforced Concrete Beams -- Extended Abstract -- References -- Extended Abstracts of Participants -- Experimental and Numerical Study of Strengthening Concrete Specimens by Composite Materials-Based Natural Hemp Fibers -- References -- Deterioration in Nanomechanical Properties of Cement Paste-Epoxy Interphase under Hygrothermal Conditions -- Introduction -- Materials and Methods -- Major Findings -- References -- Self-prestressed Carbon-Reinforced High-Performance Concrete Elements -- References -- Contents -- Keynotes and Invited Papers. ; Integrated Seismic and Energy Retrofitting System Using Textile-Reinforced Mortars Combined with Thermal Insulation -- 1 Introduction -- 2 Experimental Program -- 2.1 Out-Of-Plane Loading -- 2.2 In-Plane Loading -- 3 Simplified Failure Analysis for Specimens Subject to Out-of-Plane Bending -- 4 Numerical Simulation for Specimens Subject to Out-of-Plane Bending -- 5 Conclusions -- References -- Fast and Low Impact Retrofit Using Advanced Materials for a Diffused Seismic Risk Mitigation -- 1 Introduction -- 2 Seismic Retrofit of Existing Structures -- 2.1 Masonry Structures -- 2.2 RC Structures -- 3 Conclusions -- References -- FRP Confined Concrete: What, Why, and How? -- 1 Introduction -- 2 Analysis-Oriented Models for FRP Confined Concrete: 3D Interpretations -- 3 Physical Phenomenon and Mechanisms of FRP Confined Concrete -- 4 Applications of the 3D Geometrical Approach -- 5 Application Strategies of FRP Confined Concrete -- 6 Summary -- References -- Design of an FRP Cable-Stayed Pedestrian Bridge. Morphology, Technology and Required Performances -- 1 Introduction -- 2 Worldwide FRP Bridge Realizations: Typologies and Dynamic Characteristics -- 2.1 Truss Typologies -- 2.2 Arch and Suspension Bridges -- 2.3 Cable Stayed Bridges -- 3 Bridge Morphology -- 4 Required Performances -- 4.1 Pedestrian Induced Actions -- 4.2 Wind Induced Actions -- 4.3 Seismic Load -- 4.4 Element Global and Local Instability -- 4.5 Joints and Cable Anchorages -- 4.6 Durability and Maintenance -- 5 Structural Modelling and Verifications -- 5.1 Pedestrian Comfort -- 5.2 Joints -- 5.3 Cable System -- References -- Strengthening and Repair with Advanced Materials and Hybrid Techniques for Increased Resilience of RC Structures with the Use of Pseudo-dynamic 3d Finite Element Analysis -- 1 Introduction -- 2 Structural Resilience at Reinforced Concrete Member and Frame Level. ; 2.1 Open Design Recommendation-Related Issues to Contribute to Member Resilience -- 3 Pseudo-dynamic FE Modeling Towards Advanced Structural Resilience -- 3.1 Strain Redistribution Effects in Rope Confinement -- 3.2 Seismic Retrofitting of RC Columns with FRPs -- 4 Dynamic 3-Dimensional Finite Element Modeling for Seismic Table Experiments of Resilient Interventions of Brick Infilled Reinforced Concrete Framed Structure -- 5 Conclusions -- References -- An Experimental Study on Concavely Curved Soffit Reinforced Concrete Beams Externally Bonded with FRP -- 1 Introduction -- 2 Research Significance -- 3 Experimental Program -- 3.1 Material Properties -- 3.2 Instrumentation and Test Procedure -- 4 Test Results -- 5 Conclusion -- References -- All FRP Structures -- Concept and Preliminary Test of the Intelligent FRP Bridge Deck for the Vehicular Bridges -- 1 Introduction -- 2 Structure Concept -- 3 SHM System -- 4 Material Tests -- 5 Technological Tests -- 6 Design Stage -- 7 Connections -- 8 Conclusions -- References -- Finite Element Modeling and Statistical Analysis of Fire-Damaged Reinforced Concrete Columns Repaired Using Smart Materials and FRP Confinement -- 1 Introduction -- 2 Experimental Work -- 3 Numerical Modeling -- 4 Statistical Analysis for Strength Prediction (Regression Models) -- 5 Results and Discussions -- 6 Conclusions -- References -- Flexural Performance of BFRP Bar Reinforced High-Strength Concrete Beam -- 1 Introduction -- 2 Methodology -- 2.1 Materials -- 2.2 Specimen Preparation and Testing -- 3 Experimental Results and Discussion -- 3.1 Flexural Stength -- 3.2 Load-Deflection -- 3.3 Cross-Section Strain -- 3.4 Efficiency of BFRP Reinforced Bar -- 4 Conclusions -- References -- Structural Re-use of FRP Composite Wind Turbine Blades as Power-Line Utility Poles and Towers -- 1 Introduction -- 2 Power Transmission Pole Concept. ; 3 Wind Blade Internal Geometry -- 4 Structural Analysis of the Proposed Power Pole -- 5 Material Properties and Safety Factors -- 6 Conclusions -- References -- Maintenance and Structural Check of an All FRP Pultruded Construction -- 1 Introduction -- 2 Structural Aspects -- 3 Joint Design -- 4 Tightening Test -- 5 Discussion -- 6 Conclusion -- References -- Bond and Interfacial Stresses -- Experimental Study on Comparison of Cyclic Bond Behavior of Ribbed and Sand-Coated CFRP Bars in High Strength Concrete -- 1 Introduction -- 2 Specimen Preparation -- 3 Material Properties -- 4 Test Setup and Experimental Procedure -- 5 Instrumentation -- 6 Test Results -- 7 Expected Strain Distribution -- 8 Conclusions -- References -- Bond Behavior of Basalt Fiber-Reinforced Polymer Bars Embedded in Concrete Under Mono-tensile and Cyclic Loads -- 1 Introduction -- 2 Test Program -- 2.1 Parameters of Test Specimen -- 2.2 Test Setup -- 2.3 Loading System -- 2.4 Data Process -- 3 Test Results -- 3.1 Failure Modes Under Mono-tensile Load -- 3.2 Failure Modes Under Cyclic Loads -- 3.3 Test Results -- 4 Analysis of Rib Parameters Under Mono-tensile Load -- 4.1 Analysis of Rib Shape -- 4.2 Analysis of Rib Spacing -- 4.3 Analysis of Rib Width -- 4.4 Analysis of Rib Height -- 4.5 Analysis of Relative Rib Area -- 4.6 Bond-Slip Constitutive Model -- 5 Analysis of Fatigue Behavior -- 5.1 Prediction of Fatigue Life by Data Fitting -- 5.2 Slip Analysis Under Cyclic Loads -- 6 Conclusions -- References -- Evaluating the Bond Characteristics of Intermediate and Ultra-High Modulus CFRP Laminates Adhered to Steel -- 1 Introduction -- 2 Summary of Tests -- 3 Finite Element Modelling -- 3.1 General Description -- 3.2 Contact Modelling -- 3.3 Material Modelling -- 4 Results and Discussions -- 5 Conclusions -- References. ; Experimental Study on Increase of Bonding Strength of FRP Reinforcement in Concrete -- 1 Introduction -- 2 Experimental Study -- 2.1 Materials and Sample Preparation -- 2.2 3- Point Bending Tests -- 2.3 Calculation -- 3 Results and Discussion -- 4 Conclusion -- References -- Fatigue Behavior of FRCM Strengthened RC Beams: State of the Art and Future Developments -- 1 Introduction -- 2 Fatigue Strengthening of RC Beams with FRCM Composites: State of the Art -- 2.1 Database of Existing Results -- 2.2 Discussion of Existing Results -- 3 Experimental Program -- 3.1 Specimen Geometry and Materials -- 3.2 Quasi-static Monotonic Tests -- 3.3 Fatigue Tests -- 4 Conclusions -- References -- Numerical Study of the Effective Lap-Splice Length of FRCM Composites -- 1 Introduction -- 2 Characterization of FRCM Composites -- 3 Proposal to Verify the Effective Lap-Splice Length -- 4 Numerical Modeling -- 5 Conclusions -- References -- Generalized Method of Determining the Local Bond Slip Relationship of the Reinforcement Externally Bonded to Concrete -- 1 Introduction -- 2 Proposal of the Generalized Method of Determining τ~s Relationship -- 3 Comparison of τ~sRelationships -- 4 Comparison Between Experimental and Predicted Results -- 5 Conclusions -- References -- Bond Behavior of Steel Plates Externally Bonded on Concrete Elements -- 1 Introduction -- 2 Literature Review -- 2.1 Bond Strength and Effective Length -- 2.2 Bond Law -- 3 Modelling Approaches -- 3.1 Models Available in Literature -- 3.2 The One-Dimensional Model -- 4 Numerical-Experimental Comparison -- 5 Conclusion and Future Developments -- References -- Bond Assessment of GFRP Bars Embedded in Fiber-Reinforced Eco-concrete -- 1 Introduction -- 2 Pullout Bond Experiment -- 3 Mixtures and Materials -- 4 Setup and Procedure of Pullout Test -- 5 Test Results and Discussions -- 6 Conclusion -- References. ; Use of Distributed Optical Fibre to Monitor the Crack Propagation of an Adhesively Bonded Joint During an ENF Test.
• Sommario/riassunto: This volume highlights the latest advances, innovations, and applications in the field of FRP composites and structures, as presented by leading international researchers and engineers at the 10th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering (CICE), held in Istanbul, Turkey on December 8-10, 2021. It covers a diverse range of topics such as All FRP structures; Bond and interfacial stresses; Concrete-filled FRP tubular members; Concrete structures reinforced or pre-stressed with FRP; Confinement; Design issues/guidelines; Durability and long-term performance; Fire, impact and blast loading; FRP as internal reinforcement; Hybrid structures of FRP and other materials; Materials and products; Seismic retrofit of structures; Strengthening of concrete, steel, masonry and timber structures; and Testing. The contributions, which were selected by means of a rigorous international peer-review process, present a wealth of exciting ideas that will open novel research directions and foster multidisciplinary collaboration among different specialists.
• Titolo autorizzato: 10th International Conference on FRP Composites in Civil Engineering
• ISBN: 3-030-88166-0
• Formato: Materiale a stampa
• Livello bibliografico: Monografia
• Lingua di pubblicazione: Inglese
• Record Nr.: 9910523741403321
• Lo trovi qui: Univ. Federico II
• Serie: Lecture Notes in Civil Engineering, . 2366-2565 ; ; 198