Results 221 to 230 of about 2,672,033 (311)

Extended Reality in Congenital Heart Disease: 4D Flow Visualization: A Case Series in Fontan Patients. [PDF]

open access: yesJACC Case Rep
van Dijk EB   +8 more
europepmc   +1 more source

Flexural capacity of steel-UHTCC (ultra-high toughness cementitious composite) bridge deck considering different shear connection degrees

Advances in Structural Engineering, 2022
Due to the excellent cracking prevention behavior of ultra-high toughness cementitious composite (UHTCC), the stud number and reinforcement ratio of composite bridge decks could be reduced, and hence the fatigue properties could be improved.
Qing‐Hua Li   +3 more
semanticscholar   +1 more source

Numerical Investigation of Shear Connection in Cold‐formed Steel‐concrete Composite Beam

ce/papers, 2022
Researches show that composite systems made by combining cold‐formed steel (CFS) elements and concrete can produce excellent properties compared to traditional solutions.
I. Curkovic   +3 more
semanticscholar   +1 more source

Experimental and numerical study of shear connection in composite beams of steel and steel-fibre reinforced concrete

Engineering structures, 2020
To explore the shear behaviour of high strength bolted connectors in steel-SFRC composite beams, push-out tests were carried out on 18 steel-fibre reinforced concrete (SFRC) specimens and 4 normal concrete (NC) specimens.
Zhang Yujie   +5 more
semanticscholar   +1 more source

Shear connection of reinforcement stiffened cold-formed U-shaped steel and concrete composite beam

, 2020
This paper discusses the shear connection of a novel configuration of U-shaped steel and concrete composite beam with a reinforcement strengthening system (RCUCB).
Yi Zhao   +4 more
semanticscholar   +1 more source

Behaviour evaluation of shear connection by means of shear-connection strips

Steel and Composite Structures, 2004
Comparison of behaviour of shear connections by means of shear-connection strips (perfobond and comb-shaped strips) and headed studs under static and repeated loading, possible failure modes of concrete dowels and ways of the quantitative differentiation of some failure modes are described in the paper.
Marian Rovnak, Antonia Duricova
openaire   +1 more source

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