Limit analysis and concrete plasticity
著者
書誌事項
Limit analysis and concrete plasticity
(New directions in civil engineering)
CRC Press, c1999
2nd ed
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注記
Includes bibliography (p. [849]-889) and index
Previous ed. (c1984): by Prentice-Hall, Englewood Cliffs, N.J. [and] London (Prentice-Hall civil engineering and engineering mechanics series)
内容説明・目次
内容説明
Limit Analysis and Concrete Plasticity, Second Edition covers the most relevant topics related to plastic design methods, providing a reliable and superior alternative to existing empirical methods.
Fully updated and containing more extensive coverage, this second edition includes numerical methods and computer code for solving problems, incorporating methods into Eurocode 2 - the common concrete standard for the whole of Europe.
This edition:
Emphasizes practical design, treating almost all the elementary concrete mechanics problems in such a way that the solutions may be directly applied by the designer
Details the fundamental problems associated with so-called effectiveness factors
Covers many new solutions to specific problems, including concentrated forces, shear walls and deep beams, beams with normal forces and torsional moments, and solutions dealing with membrane effects in slabs
Simplifies the treatment of shear in beams and slabs without shear reinforcement or with a modicum of shear reinforcement
Extends the chapters on joints and bond strength, showing how plastic theory offers reasonable solutions for most structural problems in reinforced concrete
Limit Analysis and Concrete Plasticity explains the basic principles of plasticity theory and its application to the design of reinforced and prestressed concrete structures, providing a thorough understanding of the subject, rather than simply applying current design codes. This scientific understanding of the subject enables the design student or engineer to solve problems more effectively and safely.
目次
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
Constitutive Equations
The Theory of Plane Strain for Coulomb Materials
Applications
Disks
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
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