Strengthening of slab-column connections using ultra high-performance fiber concrete
This experimental work intends to assess the efficiency of employing ultra-high-performance fiber concrete (UHPFC) as a strengthening system for improving the punching shear capacity of slab-column connections (SCCs).
Mahmoud Elsayed +3 more
doaj +1 more source
Punching Shear Capacity of Continuous Slabs [PDF]
Provisions for punching shear design of reinforced concrete slabs are usually calibrated on the basis of results from tests on isolated specimens that simulate the slab zone within the points of contraflexure around a column. However, the punching behavior of interior slab-column connections in actual continuous slabs without transverse reinforcement ...
openaire +1 more source
Punching shear analysis of slab-column connections [PDF]
The paper aims to present an experimental testing program regarding reinforced concrete slabs, with and without shear reinforcement, submitted to punching under both symmetric and eccentric loading.
Moreno, Carlos, Sarmento, Ana Maria
core +1 more source
Effect of Shear Reinforcement on Punching Shear Capacity of Reinforced Concrete Flat Plates
Abstract Punching or two-way shear is a critical failure mode that must be accounted for in reinforced concrete (RC) slabs that are not supported by beams, known as flat plates. The often gravity-driven failure occurs around supporting columns may also be influenced by lateral forces. This paper presents the findings of a numerical study
Osama Mohamed, Rania Khattab
openaire +1 more source
Experimental characterization and numerical modeling of micromechanical damage under different stress states [PDF]
The use of HSLA steels for the manufacture of automotive components is interesting from an engineering point of view. This family of steels, while possessing high strength, also has good formability and can be used in forming manufacturing processes.
ACHOURI, Mohamed +3 more
core +5 more sources
Comparison of punching shear requirements in BS 8110, EC2 and MC2010 [PDF]
This paper compares design provisions for punching shear at internal columns in the superseded British Standard BS 8110, Eurocode 2 (EC2) and fib Model Code 2010 (MC2010).
Soares, LFS, Vollum, RL
core +1 more source
Performance of reinforced concrete flat slab strengthened with CFRP for punching shear
Existing reinforced concrete (RC) slabs need punching shear reinforcement due to design defects, structural damage, increased loading, corroded reinforcement bars, and change in the use or function of the buildings.
Haider Hamad Ghayeb +5 more
doaj +1 more source
Parametric study for influence of input parameters for analysis of fibre reinforced concrete slab-soil interaction [PDF]
For geotechnical engineering and design of foundation elements of structures is important to properly determine the stress-deformation state of the subsoil.
Marcaliková, Zuzana +2 more
core +1 more source
Resisting punching shear stress in reinforced concrete slabs
Punching shear failure is a major problem encountered in the design of reinforced concrete flat slabs. The utilization of shear reinforcement via shear studs or other means has become a choice for improving the punching shear capacity.
Ahmed Ebada +3 more
doaj +1 more source
Experimental and numerical analysis of micromechanical damage in the punching process for High-Strength Low-Alloy steels [PDF]
Sequential sheet metal forming processes can result in the accumulation of work hardening and damage effects in the workpiece material. The mechanical strength of the final component depends on the “evolution” of these two characteristics in the ...
ACHOURI, Mohamed +3 more
core +3 more sources

