This book investigates the complex behavior of pile caps in reinforced concrete foundations. It applies the strut-and-tie method (STM) to three-dimensional disturbed regions. The author combines theoretical modeling with experimental validation. Simplified analytical approaches are proposed to improve design reliability. The work bridges academic research with engineering practice worldwide. It offers safer, more accurate tools for structural engineers.
Chapter 1. Theoretical Foundations on Shear in Reinforced Concrete Structural Elements
Chapter 2. The Strut and Tie Method
Chapter 3. Prediction of the Bearing Capacity of Pile Caps
Chapter 4: Comparative Study of Model Reliability Based on Experimental Databases