Structural Concrete Strut-And-Tie Models For Unified Design
Contents
- Chapter Principle Of The Strut-And-Tie Model
- Limit Theorems Of Perfect Plasticity
- Introduction
- Why Limit Analysis
- Basic Assumptions
- Tresca Yield Criterion
- Lower-Bound Theorem
- Upper-Bound Theorem
- The Strut-And-Tie Model – A Lower Bound Solution
- Introduction
- Concept
- Strut-And-Tie Modeling
- Elements Of Stm
- D-Regions Versus B-Regions
- Introduction
- Defining The Boundaries Of D-Regions
- Historical Sketch
- The Development Of The Truss Model For
- B-Regions Design
- The Start Of The Str ut-And-Tie Model For
- D-Regions Design
- Stm For A Unified And Consistent Design
- References
Chapter Developing A Strut-And-Tie Model
- Introduction
- The Load Path Method
- Elastic Stress Analysis
- Model Optimization
- Basic Discontinuous Stress Fields
- Examples Of Discontinuous Stress Fields
- Local Pressure
- Beam With Dapped End
- Beam With Recess
- Deep Wall-Like Column With Recess
- Walls With Openings
- Deep Beam With Eccentric Large Opening
- Modeling Of B-Regions With Web Reinforcement
- B-Region With Vertical Web Reinforcement
- B-Region With Inclined Web Reinforcement
