Results 31 to 40 of about 1,833 (248)
To investigate the pre- and post-punching failure performances of flat slab-column joints with drop panels and shear studs, static loading tests were conducted on three joint specimens subjected to in-plane restraints.
Li, Yichen +13 more
core +1 more source
In the construction of concrete bridges, the lighter dead load of decks can significantly reduce the number or size of substructure members, such as girders, piers and foundations. Although, the arch decks (ADs) ensure superior load carrying capacity and
Dal-Hun Yang +3 more
doaj +1 more source
Post punching shear pattern and progressive collapse of flat slab building [PDF]
The possibility of the occurrence of a second punching shear failure and of a Progressive Collapse after a punching shear failure had occurred in one flat slab column connection is investigated in two building structures, using Eberick and SAP2000 ...
Bernardo Cruz Pereira Galdino +1 more
doaj +1 more source
Behavior of composite pre-flat slabs in resisting punching shear forces
Due to large use of the composite pre-flat slabs “two layers slabs” especially manifested in pre-cast system slabs such as frequently used in bridge dicks, large thickness slabs casted on two layers or change usage of existing structure.
Wajdi J. Baniya +3 more
doaj +1 more source
Effect of premature loading on punching resistance of reinforced concrete flat slabs
Premature loading of reinforced concrete flat slabs in multi storey buildings during construction may occur after shuttering removal and loading slabs earlier than usual to meet project time targets.
Ibrahim G. Shaaban +3 more
doaj +1 more source
Investigation of longitudinal reinforcement contribution in shear punching of reinforced concrete flat slabs without transverse reinforcement [PDF]
The shear punching of the reinforced concrete slabs is a complex process occurring when considerable force is concentrated on the relatively small area of a column-slab connection. An incorrect assessment of load capacity of slab under the punching shear
Alekhin Vladimir +3 more
doaj +1 more source
The paper first presents the calculation of the punching shear capacity of concentrically loaded reinforced concrete column footings according to the current Eurocode 2, which can be carried out in two ways: by conducting an iterative procedure and by a ...
Zoran Bonić +4 more
doaj +1 more source
Numerical investigation of the punching shear resistance capacity of reinforced concrete slab
Abstract The article studies the punching shear capacity of reinforced concrete slabs by simulation method. Based on the Concrete Damage Plasticity (CDP) constitute model, the simulation model is established in the Abaqus software. The simulation model was verified by the comparison of punching shear tests.
Thanh Binh Pham +3 more
openaire +1 more source
Reduced area approach for predicting punching shear resistance of biaxial hollow slabs with openings
Due to the inclusion of hollow plastic spheres in bubbled slab systems, the shear resistance is greatly reduced. Also, the existence of the opening in the vicinity of columns takes away part of the concrete responsible for resisting shear forces and ...
Nazar Oukaili, Hammad Merie
doaj +1 more source
Research on the Punching Shear Performance of Steel Grid–UHPC Composite Bridge Decks
This study conducted punching shear tests on steel grid–ultra-high-performance concrete (UHPC) composite bridge decks and performed finite element analysis (FEA) to evaluate their punching shear performance. Initially, a comparative analysis is conducted
Sumei Liu +3 more
doaj +1 more source

