Results 41 to 50 of about 1,009 (239)
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
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
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
To elucidate the punching–shear failure mechanism and effect pattern of reinforced concrete (RC) slab–column joints with stirrups and/or openings, punching–shear failure tests were systematically conducted on 11 RC slab–column joint specimens to study ...
Hongtao Lai +3 more
doaj +1 more source
The punching shear capacity of reinforced ultra-high-performance concrete (UHPC) two-way slabs in applications such as floor slabs and bridge decks has attracted increasing attention.
Jiaxing Chen, Xingyu Tan, Qiwu Wang
doaj +1 more source
Effect of column dimension on the punching shear capacity of concrete slabs reinforced with GFRP bars [PDF]
Traditional steel reinforcements are highly susceptible to corrosion affecting their durability and leading to structural weaknesses. The use of GFRP bars offers a corrosion-resistant alternative, potentially extending the lifespan and durability of ...
Junaid M. Talha +3 more
doaj +1 more source
This study proposes a potential device design for joint cartilage replacement. Silica‐polytetrahydrofuran (SiO2‐PolyTHF) hybrids with customizable mechanical properties were developed to mimic the characteristics of a natural meniscus. These were synthesized through a two‐pot sol–gel hybrid process.
Yu‐Chien Lin +12 more
wiley +1 more source
Experimental Study on Punching Shear Behavior of Ultra-High-Performance Concrete (UHPC) Slabs
This study assesses the punching shear characteristics of ultra-high-performance concrete (UHPC) slabs in two phases. The initial phase involved experimental tests to determine the critical thickness differentiating punching shear failure and flexural ...
Junping Liu +3 more
doaj +1 more source
Experimental Investigation on Punching Strength and Deformation Capacity of Shear-Reinforced Slabs [PDF]
This paper presents the results of an extensive experimental campaign on 16 flat-slab specimens with and without punching shear reinforcement. The tests aimed to investigate the influence of a set of mechanical and geometrical parameters on the punching shear strength and deformation capacity of flat slabs supported by interior columns.
Lips, Stefan +2 more
openaire +1 more source

