Author:
Publisher:
ISBN: 9781943961535
Category :
Languages : en
Pages :
Book Description
7th Edition
Reinforcing Bars Anchorages and Splices
Author:
Publisher:
ISBN: 9781943961535
Category :
Languages : en
Pages :
Book Description
7th Edition
Publisher:
ISBN: 9781943961535
Category :
Languages : en
Pages :
Book Description
7th Edition
Reinforcing Bars Anchorages and Splices
Author: CRSI Staff and Members
Publisher:
ISBN: 9781943961399
Category :
Languages : en
Pages :
Book Description
The definitive source for information on development and splicing of reinforcing bars anchorages and splices
Publisher:
ISBN: 9781943961399
Category :
Languages : en
Pages :
Book Description
The definitive source for information on development and splicing of reinforcing bars anchorages and splices
Reinforcing Bars
Author: Concrete Reinforcing Steel Institute
Publisher:
ISBN:
Category :
Languages : en
Pages : 64
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 64
Book Description
Reinforcing Bars
Author: Concrete Reinforcing Steel Institute
Publisher:
ISBN:
Category : Anchorage (Structural engineering)
Languages : en
Pages : 64
Book Description
Publisher:
ISBN:
Category : Anchorage (Structural engineering)
Languages : en
Pages : 64
Book Description
Reinforcement Anchorages and Splices
Author: Concrete Reinforcing Steel Institute. Committee on Reinforcement Anchorages and Splices
Publisher:
ISBN:
Category : Anchorage (Structural engineering)
Languages : en
Pages : 100
Book Description
Publisher:
ISBN:
Category : Anchorage (Structural engineering)
Languages : en
Pages : 100
Book Description
Reinforcement Anchorages and Splices
Author: Concrete Reinforcing Steel Institute. Task Group on Reinforcement Anchorages and Splices
Publisher:
ISBN:
Category : Anchorage (Structural engineering)
Languages : en
Pages : 32
Book Description
Publisher:
ISBN:
Category : Anchorage (Structural engineering)
Languages : en
Pages : 32
Book Description
Reinforcement
Author: Concrete Reinforcing Steel Institute
Publisher:
ISBN:
Category : Anchorage (Structural engineering)
Languages : en
Pages : 37
Book Description
Publisher:
ISBN:
Category : Anchorage (Structural engineering)
Languages : en
Pages : 37
Book Description
Reinforcement Anchorages and Splices
Author:
Publisher:
ISBN:
Category : Anchorage (Structural engineering)
Languages : en
Pages : 0
Book Description
Publisher:
ISBN:
Category : Anchorage (Structural engineering)
Languages : en
Pages : 0
Book Description
Bond and Anchorage of Lap Splices of Reinforcing Bars with Different Deformation Properties
Author: Antoine Makhlouf
Publisher:
ISBN:
Category : Reinforcing bars
Languages : en
Pages : 166
Book Description
Beams were designed to include two reinforcing bars in tension, spliced at the center of the span. The splice length was selected so that the bars would fail in bond, splitting the concrete cover in the splice region, before reaching the yield point. The bars were plain round Grade 60 bars with the splice length machined to simulate #6 (20 mm) deformed bars with parallel deformation pattern and different deformation geometries. No transverse reinforcement was provided in the splice region. The beam was loaded in positive bending and designed with constant moment region at the center of the beam. At each load increment, the deflection at the center of the beam was recorded and flexural cracks were marked and their widths measured. The variables were the bar rib face angle, rib spacing, and rib height. The results of this study were combined with results of previous investigations by Prof. Hamad to come up with recommendations concerning optimum rib geometries of deformed bars with superior bond-slip characteristics.
Publisher:
ISBN:
Category : Reinforcing bars
Languages : en
Pages : 166
Book Description
Beams were designed to include two reinforcing bars in tension, spliced at the center of the span. The splice length was selected so that the bars would fail in bond, splitting the concrete cover in the splice region, before reaching the yield point. The bars were plain round Grade 60 bars with the splice length machined to simulate #6 (20 mm) deformed bars with parallel deformation pattern and different deformation geometries. No transverse reinforcement was provided in the splice region. The beam was loaded in positive bending and designed with constant moment region at the center of the beam. At each load increment, the deflection at the center of the beam was recorded and flexural cracks were marked and their widths measured. The variables were the bar rib face angle, rib spacing, and rib height. The results of this study were combined with results of previous investigations by Prof. Hamad to come up with recommendations concerning optimum rib geometries of deformed bars with superior bond-slip characteristics.
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