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COM1: Concrete structures
COM2: Analysis & design
COM3: Existing concrete structures
COM4: Concrete & concrete technology
COM5: Reinforcements
COM6: Prefabrication
COM7: Sustainability
COM8: Durability
COM9: Dissemination of knowledge
COM10: Model Codes
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FIP Proceedings
Ninth International Congress of the FIP in Stockholm, Sweden - Vol. 3 (1982) - Proceedings PDF
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Working Group
fib Working Groups
COMMISSION 1 – CONCRETE STRUCTURES
TG1.1 Bridges
WP1.1.1 Bridges for high-speed trains
WP1.1.3 Integral bridges
WP1.1.4 Light railway bridges
WP1.1.5 Management of prestressed concrete bridges
WP1.1.6 Design Loads for long span bridges
TG1.2 Concrete structures in marine environments
WP1.2.1 Floating concrete structures
WP1.2.2 Submerged tube bridges
TG1.3 Buildings
TG1.4 Tunnels
WP1.4.1 Tunnels in fibre-reinforced concrete
WP1.4.2 Design and construction of openings in precast lining
WP1.4.3 Fiber Reinforced Sprayed Concrete in Tunnels and Underground spaces
WP1.4.4 Assemblies and fastenings
TG1.5 Structural sustainability
TG1.6 History of concrete structures
TG1.7 Construction of concrete structures
TG1.8 Concrete industrial floors
COMMISSION 2 – ANALYSIS & DESIGN
TG2.1 Serviceability models
WP2.1.1 Long-term behaviour of prestressed concrete bridges
WP2.1.2 Restrained and imposed deformations
TG2.2 Ultimate limit state models
WP2.2.1 Shear in beams
WP2.2.2 Shear in members with steel fibres
WP2.2.3 Punching and shear in slabs
WP2.2.4 Strut and tie modelling
TG2.3 Fire design of concrete structures
WP2.3.1 Spalling design
WP2.3.2 Performance-based fire design
WP2.3.3 Fire resistance of concrete tunnels
TG2.4 Computer-based modelling and design
WP2.4.1 Modelling of fiber reinforced concrete structures
TG2.5 Bond and material models
TG2.6 Composite steel-concrete construction
TG2.7 Seismic Design
TG2.8 Safety and performance concepts
TG2.9 Fastenings to structural concrete and masonry
WP2.9.1 Review of current fib model with a view to MC2010 and model for anchor
reinforcement
WP2.9.2 Open topics in the current design guide
WP2.9.3 Shear lugs
WP2.9.4 Fatigue loading
WP2.9.5 Bonded anchors under sustained load
WP2.9.6 Post-installed reinforcement – Harmonisation of rules for reinforced concrete
and anchorages with bonded anchors and post-installed reinforcement
WP2.9.7 Splitting of bonded anchors
WP2.9.8 Required stiffness of baseplates
WP2.9.9 Fire Resistance of anchors and post-installed reinforcement
WP2.9.10 Evaluation and assessment of existing anchorages
WP2.9.11 Steel shear strength of anchorages with stand-off base plate connection
WP2.9.12 Seismic Design
TG2.10 Textile reinforced concrete construction and design
TG2.11 Structures made by digital fabrication
TG2.12 Protective Concrete Structures against Hazards
COMMISSION 3 – EXISTING CONCRETE STRUCTURES
TG3.1 Reliability and safety evaluation: full-probabilistic and semi-probabilistic
methods for existing structures
TG3.2 Modeling of structural performance of existing concrete structures
TG3.3 Assessment /evaluation and decision-making procedures for the through-
life management of existing concrete structures
TG3.4 Selection and implementation of interventions/through-life management
activities and measures for concrete structures
TG3.5 Forensic engineering
COMMISSION 4 – CONCRETE & CONCRETE TECHNOLOGY
TG4.1 Fibre-reinforced concrete
TG4.2 Ultra high-performance fibre-reinforced concrete
TG4.3 Structural design with flowable concrete
TG4.4 Aesthetics of concrete surfaces
TG4.5 Time-dependent Behavior of Concrete
TG4.6 Constitutive laws for concretes with supplementary cementitious materials
TG4.7 Recycled aggregates
TG4.8 Low-carbon concrete structures
COMMISSION 5 – REINFORCEMENTS
TG5.1 FRP Reinforcement for concrete structures
TG5.2 Reinforcing steels and systems
TG5.3 Prestressing materials and systems
TG5.4 Recommendations for ground anchor systems
TG5.5 Cables for cable-supported bridges
TG5.6 Behaviour under cryogenic conditions
TG5.8 External tendons for bridges
TG5.10 Inspection and monitoring of reinforced/prestressed concrete structures
TG5.11 Polymer Duct systems for internal bonded post-tensioning
COMMISSION 6 – PREFABRICATION
TG6.1 Prestressed hollow core floors
TG6.2 Quality control for precast concrete
TG6.3 Sustainability of structures with precast elements
TG6.4 Precast concrete towers for wind power generators
TG6.5 Precast concrete bridges
TG6.6 Retrofitting of precast seismic structures
TG6.7 Precast concrete in tall buildings
TG6.8 Terminology for precast concrete
TG6.9 Precast parking structures
COMMISSION 7 – SUSTAINABILITY
TG7.1 Sustainable Concrete - general framework
TG7.3 Concrete made with recycled materials – Life cycle perspective
TG7.4 Sustainable civil structures
TG7.5 Environmental product declarations (EPD) and equivalent performance of
concrete
TG7.6 Resilient structures
TG7.7 Sustainable concrete masonry components and structures
COMMISSION 8 – DURABILITY
TG8.1 Model technical specification for repairs and interventions
TG8.3 Operational document to support Service Life Design
TG8.4 Life cycle cost (LCC) - Design life and/or replacement cycle
TG8.5 Durability of post-tensioning systems
TG8.7 Durability design of steel fibre reinforced concrete
TG8.8 Common approaches
TG8.9 Deterioration Mechanisms
TG8.10 Steel reinforcement
TG8.11 Testing of new concrete
COMMISSION 9 – DISSEMINATION OF KNOWLEDGE
COMMISSION 10 – MODEL CODES
TG10.1 Model Code 2020
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Support Ukraine
Membership
Individual Subscription
Corporate Subscription
National Subscription
Commissions
COM1: Concrete structures
COM2: Analysis & design
COM3: Existing concrete structures
COM4: Concrete & concrete technology
COM5: Reinforcements
COM6: Prefabrication
COM7: Sustainability
COM8: Durability
COM9: Dissemination of knowledge
COM10: Model Codes
YMG - Young Members Group
Mentoring programme
SAG1: Sustainability
fib Roadmap to 2050
SAG2: AI and Digitalisation
Databases
Publications
SC Journal
Design & Construction
Model codes
Model code 2020
fib Bulletins
fib Proceedings
CEB Bulletins
FIP Reports
FIP Proceedings
Free documents
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fib events
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Short courses
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