Review on Reinforcement-concrete Bonded Anchorage

Anchorage Behavior of Headed Reinforcement: Literature Review

Project conducted in cooperation with the U.S. Department of Transportation, Federal Highway Administration, and the Texas Department of Transportation 16. Abstract The findings of a literature review of topics related to the anchorage of headed reinforcement are presented. The topics are grouped in three broad categories: conventional anchorage of reinforcement, anchorage of headed reinforceme...

Effect of Self-Compacting Concrete and Aggregate Size on Anchorage Performance at Highly Congested Reinforcement Regions

At highly congested reinforcement regions, which is common at beam-column joint area, clear spacing between parallel bars becomes less than maximum normal aggregate size (20mm) which has not been addressed in any design code and specifications. Limited clear spacing between parallel bars (herein after thin cover) is one of the causes which affect anchorage performance. In this study, an experim...

Essix plates for anterior anchorage reinforcement.

JCO/MAY 2003 C II nonextraction treatment involving headgear and Class II elastics often requires exceptional patient cooperation. As a result, more and more clinicians are prescribing “noncompliance” molar distalization appliances. These appliances have some negative side effects, however, including a significant loss of anchorage that can manifest itself in mesially tipped bicuspids, anterior...

Techniques and Procedures for Bonded Concrete Overlays

Reinforcement of anchorage during orthodontic brace treatment with implants or other surgical methods (Review)