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Informationen zum Autor M.P. Nielsen Technical University of Denmark, Bygning, L.C. Hoang Klappentext Now in its third edition, this book describes the basic principles of plasticity theory and its application to the design of reinforced and pre-stressed concrete structures. This edition includes formulas for reinforcement design for threedimensional stress fields, describes the theory of rigid-plastic dynamics, contains a heightened explanation of the theory of crack sliding to enable practical applications and to explain punching shear, and explores shear in beams and columns with circular cross sections. Zusammenfassung Covering the topics related to plastic design methods, this book includes numerical methods and computer code for solving problems, incorporating methods into Eurocode 2. It details the fundamental problems associated with so-called effectiveness factors. It also covers the solutions to problems, including concentrated forces, and shear walls. Inhaltsverzeichnis Introduction, The Theory of Plasticity, Constitutive Equations, Extremum Principles for Rigid-Plastic Materials, The Solution of Plasticity Problems, Reinforced Concrete Structures, Yield Conditions, Concrete, Yield Conditions for Reinforced Disks, Yield Conditions for Slabs, Reinforcement Design, The Theory of Plain Concrete, Statical Conditions, Geometrical Conditions, Virtual Work, Statical Conditions, Geometrical Conditions, Virtual Work, Constitutive Equations, Exact Solutions for Isotropic Disks, The Effective Compressive Strength of Reinforced Disks, General Theory of Lower Bound Solutions, Strut and Tie Models, Shear Walls, Homogenous Reinforcement Solutions, Design According to the Elastic Theory, Beams, Beams in Bending, Beams in Shear, Beams in Torsion, Combined Bending, Shear, and Torsion, Slabs, Statical Conditions, Geometrical Conditions, Virtual Work, Boundary Conditions, Constitutive Equations, Exact Solutions for Isotropic Slabs, Upper Bound Solutions for Isotropic Slabs, Lower Bound Solutions, Orthotropic Slabs, Analytical Optimum Reinforcement Solutions, Numerical Methods, Membrane Action, Punching Shear of Slabs, Introduction, Internal Loads or Columns, Edge and Corner Loads, Concluding Remarks, Shear in Joints, Introduction, Analysis of Joints by Plastic Theory, Strength of Different Types of Joints, The Bond Strength of Reinforcing Bars, Introduction, The Local Failure Mechanism, Failure Mechanisms, Analysis of Failure Mechanisms, Assessment of Anchor and Splice Strength, Effect of Transverse Pressure and Support Reaction, Effect of Transverse Reinforcement, Concluding Remarks...
List of contents
Introduction, The Theory of Plasticity, Constitutive Equations, Extremum Principles for Rigid-Plastic Materials, The Solution of Plasticity Problems, Reinforced Concrete Structures, Yield Conditions, Concrete, Yield Conditions for Reinforced Disks, Yield Conditions for Slabs, Reinforcement Design, The Theory of Plain Concrete, Statical Conditions, Geometrical Conditions, Virtual Work, Statical Conditions, Geometrical Conditions, Virtual Work, Constitutive Equations, Exact Solutions for Isotropic Disks, The Effective Compressive Strength of Reinforced Disks, General Theory of Lower Bound Solutions, Strut and Tie Models, Shear Walls, Homogenous Reinforcement Solutions, Design According to the Elastic Theory, Beams, Beams in Bending, Beams in Shear, Beams in Torsion, Combined Bending, Shear, and Torsion, Slabs, Statical Conditions, Geometrical Conditions, Virtual Work, Boundary Conditions, Constitutive Equations, Exact Solutions for Isotropic Slabs, Upper Bound Solutions for Isotropic Slabs, Lower Bound Solutions, Orthotropic Slabs, Analytical Optimum Reinforcement Solutions, Numerical Methods, Membrane Action, Punching Shear of Slabs, Introduction, Internal Loads or Columns, Edge and Corner Loads, Concluding Remarks, Shear in Joints, Introduction, Analysis of Joints by Plastic Theory, Strength of Different Types of Joints, The Bond Strength of Reinforcing Bars, Introduction, The Local Failure Mechanism, Failure Mechanisms, Analysis of Failure Mechanisms, Assessment of Anchor and Splice Strength, Effect of Transverse Pressure and Support Reaction, Effect of Transverse Reinforcement, Concluding Remarks