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Joint faulting behaviour of innovative short concrete slabs
Proceedings of the Institution of Civil Engineers - Municipal Engineer, 2019 Pavements are one of the largest assets of a city and their functional condition (ride quality) is priority for their clients. In jointed plain concrete pavements (JPCPs), the presence of joint faulting (JF) reduces the ride quality. Today, short slabs are available as a cost-effective JPCP innovation.
Pradena, Mauricio (author) +1 more
openaire +6 more sources
Punching shear strength of steel fibre reinforced lightweight concrete slabs. [PDF]
, 1981 One of the problems in slab-column connections is the punching shear failure at over loads. Such failures are sudden and catastrophic, and are undesirable since they do not allow an overall yield mechanism to ...
Theodorakopoulos, Dimitrios D.
core +6 more sources
Behaviour of long span composite beams with precast hollow-core slabs [PDF]
, 2007 The use of precast hollow-core concrete slabs with Fabsec steel beams in composite construction has had little research conducted in this area.
Murad, Ali
core +7 more sources
Continuity development between precast beams using prestressed slabs, and its effect on flexure and shear [PDF]
, 1989 Development of continuity between precast prestressed bridge girders by post-tensioning the insitu top slab In the regions of hogging moment is a relatively new technique which forms the basis for this research study.
Jayanandana, Aluthjage Don Chandrathilaka
core +7 more sources
The Baltic Journal of Road and Bridge Engineering, 2020 Aggregate interlock is the dominant load transfer mechanism in non-dowelled Jointed Plain Concrete Pavements, as the innovative short concrete slabs.
Mauricio Pradena +2 more
doaj +1 more source
Partially prestressed concrete internal square panel [PDF]
, 1986 This work is concerned with the general behaviour of an internal panel in a column supported multi-bay floor structure, under the influence of various prestressing tendon arrangements.
Lai, Hoke Sai
core +7 more sources
Load transfer-crack width relation of non-dowelled jointed plain concrete short slabs
The Baltic Journal of Road and Bridge Engineering, 2018 Non-dowelled short slabs are a cost-effective innovation of jointed plain concrete pavements. The development of this innovation has been concentrated in their structural performance.
Mauricio Pradena, Lambert Houben
doaj +1 more source
Buildings, 2022 Steel–ultra-high-performance concrete (UHPC) composite beams offer numerous advantages, such as structural self-weight reduction, bending stiffness improvement, and tensile cracking limitation in slabs.
Zhen Fang, Shu Fang, Feng Liu
doaj +1 more source
Short Note on Slab-Avalanche Measurements [PDF]
Journal of Glaciology, 1978 Abstract From a study of 205 slab avalanches it is concluded that failure initiates where the slope is 25° or steeper, that slab failure stress is in the range 10 2 N m -2 to 10 4 N m
openaire +1 more source
Stabilization of the subsoil and leveling of concrete paving slabs [PDF]
Przegląd Komunikacyjny, 2021 : In the process of using airport pavements, destructive processes of concrete slabs caused by operational loads and environmental factors are observed. One of the most common damages to concrete surfaces is thresholds (faults) - vertical displacements
Mariusz Wesolowski +2 more
doaj +1 more source