Author: Wichian Kaewkhampa
Publisher:
ISBN:
Category : Anchorage (Structural engineering)
Languages : en
Pages : 310
Book Description
Anchorage Behavior of Headed Reinforcement Bar in CCT Nodes
Author: Wichian Kaewkhampa
Publisher:
ISBN:
Category : Anchorage (Structural engineering)
Languages : en
Pages : 310
Book Description
Publisher:
ISBN:
Category : Anchorage (Structural engineering)
Languages : en
Pages : 310
Book Description
The Anchorage Behavior of Headed Reinforcement in CCT Nodes and Lap Splices
Author: Keith Thompson
Publisher:
ISBN:
Category : Anchorage (Structural engineering)
Languages : en
Pages :
Book Description
Publisher:
ISBN:
Category : Anchorage (Structural engineering)
Languages : en
Pages :
Book Description
Anchorage Behavior of Headed Reinforcement
Author:
Publisher:
ISBN:
Category : Anchorage (Structural engineering)
Languages : en
Pages : 126
Book Description
Publisher:
ISBN:
Category : Anchorage (Structural engineering)
Languages : en
Pages : 126
Book Description
Anchorage of Headed Reinforcement in CCT Nodes
Author:
Publisher:
ISBN:
Category : Anchorage (Structural engineering)
Languages : en
Pages : 146
Book Description
Publisher:
ISBN:
Category : Anchorage (Structural engineering)
Languages : en
Pages : 146
Book Description
Anchorage Behavior of Headed Reinforcement Bars Subjected to Reversed Cyclic Loading
Author: Yu Jen Hsueh
Publisher:
ISBN:
Category : Anchorage (Structural engineering)
Languages : en
Pages : 272
Book Description
Publisher:
ISBN:
Category : Anchorage (Structural engineering)
Languages : en
Pages : 272
Book Description
Connections between Steel and Concrete
Author: Rolf Eligehausen
Publisher: ibidem-Verlag / ibidem Press
ISBN: 383825807X
Category : Technology & Engineering
Languages : en
Pages : 1430
Book Description
Anchorage by fasteners and composite structures of steel and concrete have seen dramatic progress in research, technology and application over the past decades. The understanding of the fundamental principles underlying both disciplines has significantly improved. Concurrently, there has been rapid growth in the development of sophisticated new products and the establishment of international directives and codes to ensure their safe and economical use in a wide range of engineered structures. Although they deal with very similar problems, the two disciplines have developed independently from each other. To optimize the use of composite structures and fastenings to concrete, however, it is necessary to have knowledge of both: the local behavior of the fastening system and the global behavior of the structure. It became apparent that a forum offering the opportunity to expand and to exchange experience in the field of connecting steel and concrete would benefit all involved. Furthermore this forum would aid in the rapid dissemination of new ideas, technologies and solutions as well as explore new areas of research.This book forms the Proceedings of the 2 Symposium on “Connections between Steel and Concrete”. As the 1 Symposium in 2001 it brought together leading experts from all facets of the research, design, construction and anchor manufacturing community from around the world. Their lectures covered the topics:- test methods- behavior and design- dynamic loading: shock, earthquake, fatigue- durability- exceptional applications, strenghtening and structures- related topicsIn total 129 papers are gathered in these 2 volumes.
Publisher: ibidem-Verlag / ibidem Press
ISBN: 383825807X
Category : Technology & Engineering
Languages : en
Pages : 1430
Book Description
Anchorage by fasteners and composite structures of steel and concrete have seen dramatic progress in research, technology and application over the past decades. The understanding of the fundamental principles underlying both disciplines has significantly improved. Concurrently, there has been rapid growth in the development of sophisticated new products and the establishment of international directives and codes to ensure their safe and economical use in a wide range of engineered structures. Although they deal with very similar problems, the two disciplines have developed independently from each other. To optimize the use of composite structures and fastenings to concrete, however, it is necessary to have knowledge of both: the local behavior of the fastening system and the global behavior of the structure. It became apparent that a forum offering the opportunity to expand and to exchange experience in the field of connecting steel and concrete would benefit all involved. Furthermore this forum would aid in the rapid dissemination of new ideas, technologies and solutions as well as explore new areas of research.This book forms the Proceedings of the 2 Symposium on “Connections between Steel and Concrete”. As the 1 Symposium in 2001 it brought together leading experts from all facets of the research, design, construction and anchor manufacturing community from around the world. Their lectures covered the topics:- test methods- behavior and design- dynamic loading: shock, earthquake, fatigue- durability- exceptional applications, strenghtening and structures- related topicsIn total 129 papers are gathered in these 2 volumes.
1st fib Congress in Osaka Japan Vol2
Author: FIB – International Federation for Structural Concrete
Publisher: FIB - Féd. Int. du Béton
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 751
Book Description
Publisher: FIB - Féd. Int. du Béton
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 751
Book Description
Anchorage Behavior of Headed Reinforcement
Author:
Publisher:
ISBN:
Category : Anchorage (Structural engineering)
Languages : en
Pages : 102
Book Description
Publisher:
ISBN:
Category : Anchorage (Structural engineering)
Languages : en
Pages : 102
Book Description
ACI Structural Journal
Head and Bond Contributions to Anchorage of a Headed Reinforcing Bar
Author: Andrew M. Blau
Publisher:
ISBN:
Category : Anchorage (Structural engineering)
Languages : en
Pages : 188
Book Description
Headed reinforcing bars are becoming more popular in the construction industry; however, there is relatively little known about the interaction of the head and bond in resisting loads. As such, the ACI 318-08 (the 2008 version being the current version) code equation governing headed reinforcing bars appears to be a gross generalization of the capacity of a headed bar. The purpose of this project was to study the contributions of the head and bond as they change with varying bond lengths, clear covers, and head bearing areas to determine if a better model can be developed to represent a headed bar. Twelve headed bar specimens were cast, each one with a unique combination of bone length, clear cover, and head bearing area, and loaded until failure. Two failure modes were observed: bar yielding and side blowout. The loads resisted by the head and bond throughout the loading of each specimen were analyzed for trends. It was determined that headed bars follow one of two patterns: head-dominated and bond-dominated, and is dependent on bond length. As such, different models should be used for the capacity of each pattern. The specimen capacities were compared to models proposed by others, and the current ACI 381-08 code equation. The ACI 318-08 code equation was found to be a good fit with a minor modification for the bond-dominated bars. It was determined to not be possible to develop a model for head-dominated bars from this test program and that additional testing must be conducted.
Publisher:
ISBN:
Category : Anchorage (Structural engineering)
Languages : en
Pages : 188
Book Description
Headed reinforcing bars are becoming more popular in the construction industry; however, there is relatively little known about the interaction of the head and bond in resisting loads. As such, the ACI 318-08 (the 2008 version being the current version) code equation governing headed reinforcing bars appears to be a gross generalization of the capacity of a headed bar. The purpose of this project was to study the contributions of the head and bond as they change with varying bond lengths, clear covers, and head bearing areas to determine if a better model can be developed to represent a headed bar. Twelve headed bar specimens were cast, each one with a unique combination of bone length, clear cover, and head bearing area, and loaded until failure. Two failure modes were observed: bar yielding and side blowout. The loads resisted by the head and bond throughout the loading of each specimen were analyzed for trends. It was determined that headed bars follow one of two patterns: head-dominated and bond-dominated, and is dependent on bond length. As such, different models should be used for the capacity of each pattern. The specimen capacities were compared to models proposed by others, and the current ACI 381-08 code equation. The ACI 318-08 code equation was found to be a good fit with a minor modification for the bond-dominated bars. It was determined to not be possible to develop a model for head-dominated bars from this test program and that additional testing must be conducted.