A platform for research: civil engineering, architecture and urbanism
Strength of Overlapped Deformed Tensile Reinforcement Splices in High Strength Concrete
The report describes a test series carried out in order to evaluate the strength of overlapped tensile splices in high strength concrete and the anchorage strength of deformed bars in pull-out test specimens similar to that of DS 2082. The influence of concrete compressive strength, splitting strength and fracture energy on the strength of overlapped tensile splices is evaluated on the basis of 22 tests. The test indicate that the fracture energy of concrete appears to be a more governing property to the strength of splices than the compressive strength and splitting strength. The results from the tests with overlapped splices is compared to the Danish Code of Practice for the use of Concrete, DS 411. The comparison show that extrapolating DS 411 for the design of overlapped splices in high strength concrete will yield more conservative results than in the case of normal strength concrete.
Strength of Overlapped Deformed Tensile Reinforcement Splices in High Strength Concrete
The report describes a test series carried out in order to evaluate the strength of overlapped tensile splices in high strength concrete and the anchorage strength of deformed bars in pull-out test specimens similar to that of DS 2082. The influence of concrete compressive strength, splitting strength and fracture energy on the strength of overlapped tensile splices is evaluated on the basis of 22 tests. The test indicate that the fracture energy of concrete appears to be a more governing property to the strength of splices than the compressive strength and splitting strength. The results from the tests with overlapped splices is compared to the Danish Code of Practice for the use of Concrete, DS 411. The comparison show that extrapolating DS 411 for the design of overlapped splices in high strength concrete will yield more conservative results than in the case of normal strength concrete.
Strength of Overlapped Deformed Tensile Reinforcement Splices in High Strength Concrete
N. H. Olsen (author)
1990
290 pages
Report
No indication
English
Construction Equipment, Materials, & Supplies , Construction Materials, Components, & Equipment , High strength concretes , Tensile strength , Splices , Reinforcing steels , Test facilities , Loads(Forces) , Deflection , Theses , Mechanical properties , Mathematical models , Failure , Denmark , Mechanical tests , Standards , Construction materials , Foreign technology
A theory of bond applied to overlapped tensile reinforcement splices for deformed bars
UB Braunschweig | 1973
|Strength of Lapped Tensile Splices in Reinforced High Strength Concrete Beams
British Library Conference Proceedings | 2002
|Influence of transverse reinforcement on bond strength of tensile splices
Online Contents | 2000
|