Structural Concrete Strut-And-Tie Models For Unified Design

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 Strut-And-Tie Model For
• D-Regions Design
• Stm For A Unified And Consistent Design
• References

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