Open Access
Investigation of the forces carried across cracks in reinforced concrete beams in shear by interlock of aggregate
Reads0
Chats0
About:
The article was published on 1970-11-01 and is currently open access. It has received 80 citations till now. The article focuses on the topics: Reinforced solid & T-beam.read more
Citations
More filters
Journal ArticleDOI
Shear resistance of self-consolidating concrete beams — experimental investigations
TL;DR: Self-consolidating concrete (SCC) as discussed by the authors is a new generation of high performance concrete known for its excellent deformability and high resistance to segregation and bleeding. Lack of information regardi...
Journal ArticleDOI
Shear Crack Propagation Theory (SCPT) – The mechanical solution to the riddle of shear in RC members without shear reinforcement
Martin Classen,Martin Classen +1 more
TL;DR: In this paper, the authors proposed a new theory called Shear Crack Propagation Theory (SCPT), which interconnects all relevant effects of shear behavior, namely crack localization, crack propagation, cantilever action, shear transfer in the uncracked concrete (compression zone), aggregate interlock, dowel action and crack bridging action in one all-encompassing algorithm.
Journal ArticleDOI
Precast industrial buildings in Southern Europe: loss of support at frictional beam-to-column connections under seismic actions
Cristoforo Demartino,Cristoforo Demartino,I. Vanzi,Giorgio Monti,Giorgio Monti,Concetta Sulpizio +5 more
TL;DR: In this article, the authors evaluated the loss-of-support conditions in frictional beam-to-column connections of industrial precast concrete buildings under seismic actions and found that friction coefficient, horizontal and vertical periods and damping, and column reinforcement ratio are the key variables in estimating the loss of support conditions.
Journal ArticleDOI
Shear Behaviour of RC Beams without Stirrups Made of Normal Strength and High Strength Concretes
TL;DR: In this paper, a study in which sixteen reinforced concrete beams without transverse stirrups were tested to failure to investigate the influences of the shear-span/depth ratio (a/d), the longitudinal steel ratio (ρ) and the compressive strength of concrete (f'c) on the global behaviour in shear for beams made of normal strength concrete (NSC) as well as high strength concrete(HSC).