Table of Contents
Chapter 1—Introduction and scope
1.1—Introduction
1.2—Scope
Chapter 2—Notation and definitions
2.1—Notation
2.2—Defintions
Chapter 3—Bond and anchorage
3.1—Average bond stresses
3.2—Components of bond resistance
3.3—Failure modes
3.4—Bond mechanisms
3.5—Factors affecting bond strength under cyclic loads
3.6—Summary
Chapter 4—Bond behavior under cyclic loads
4.1—High-cycle fatigue
4.2—Correlation between fatigue and sustained loading
4.3—Low-cycle loading
4.4—Influence of cracking on bond strength
4.5—Debonding to increase shear strength at connections
Chapter 5—Anchorage under high-cycle fatigue
5.1—Straight bar anchorages
5.2—Hooked bar anchorages
5.3—Lap splices
Chapter 6—Anchorage under low-cycle loading
6.1—Straight bar anchorages
6.2—Hooked bar anchorages
6.3—Lap splices
Chapter 7—Analytical bond models
7.1—Early models of local bond behavior
7.2—Models for local bond-slip effects
7.3—Contribution of bond-slip for modeling member and structural system behavior
7.4—Bond modeling used in evaluation of existing structures with short lap splices or discontinuous bottom bars through joints
7.5—Modeling of high-cycle (fatigue) loading
Chapter 8—Design and analysis approaches
8.1—High-cycle fatigue
8.2—Low-cycle loading (earthquake loads)
8.3—Recommendations
Chapter 9—Conclusions and recommendations
9.1—Monotonic loading
9.2—Cyclic loading
9.3—Recommendations for future research
Chapter 10—References