This study applies a plastic approach to the analysis of shear at a joint or interface in reinforced concrete. Push-off tests have been used historically to investigate combinations of shear and compression across an interface in reinforced concrete. Such tests can also be modified to model combinations of shear and tension, as is often found at critical interfaces such as joints in reinforced concrete structures. New experimental results are presented for modified push-off tests subject to a range of combinations of shear and tension. These results, along with a number of historical results reported in the literature are analyzed using the upper-bound theory of plasticity for interface shear. It is shown that the behavior predicted by the ...
© 2015 Elsevier Ltd. An investigation of shear transfer behavior in initially uncracked reinforced c...
A large scale test on concrete joints subjected to constant compressive confinement and reverse cycl...
This paper describes five push-out tests carried out at the University of Malaya using channel shear...
This study applies a plastic approach to the analysis of shear at a joint or interface in reinforced...
This study examined the reliability and limitations of code equations for determining the shear fric...
Transfer of shear forces across concrete-to-concrete interfaces is critical to the strength of many ...
The strength of the bond between overlay and concrete substrate is traditionally measured with a pul...
Reinforced concrete elements are vulnerable to sliding against each other when shear forces are tran...
Some of the most used strengthening techniques for reinforced concrete structures include the increa...
AbstractThis paper presents a recently conducted series of shear tests on reinforced concrete elemen...
The retrofitting of the existing RC structures with added concrete layer crossed by post- installed ...
The problem of durability in reinforced concrete structures is a major case of concern nowadays. The...
WOS:000380573600012International audienceThe problem of durability in reinforced concrete structures...
This thesis reports the results of a study associated with Task 8.4b of the National Cooperative Hig...
The design of FRP profile-concrete composite sections, including beams and decks, is usually governe...
© 2015 Elsevier Ltd. An investigation of shear transfer behavior in initially uncracked reinforced c...
A large scale test on concrete joints subjected to constant compressive confinement and reverse cycl...
This paper describes five push-out tests carried out at the University of Malaya using channel shear...
This study applies a plastic approach to the analysis of shear at a joint or interface in reinforced...
This study examined the reliability and limitations of code equations for determining the shear fric...
Transfer of shear forces across concrete-to-concrete interfaces is critical to the strength of many ...
The strength of the bond between overlay and concrete substrate is traditionally measured with a pul...
Reinforced concrete elements are vulnerable to sliding against each other when shear forces are tran...
Some of the most used strengthening techniques for reinforced concrete structures include the increa...
AbstractThis paper presents a recently conducted series of shear tests on reinforced concrete elemen...
The retrofitting of the existing RC structures with added concrete layer crossed by post- installed ...
The problem of durability in reinforced concrete structures is a major case of concern nowadays. The...
WOS:000380573600012International audienceThe problem of durability in reinforced concrete structures...
This thesis reports the results of a study associated with Task 8.4b of the National Cooperative Hig...
The design of FRP profile-concrete composite sections, including beams and decks, is usually governe...
© 2015 Elsevier Ltd. An investigation of shear transfer behavior in initially uncracked reinforced c...
A large scale test on concrete joints subjected to constant compressive confinement and reverse cycl...
This paper describes five push-out tests carried out at the University of Malaya using channel shear...