Numerical Simulation on Dynamic Behavior of Slab–Column Connections Subjected to Blast Loads [PDF]
Although many studies on the blast-resistant performance of structures have focused mainly on single members such as beams and columns, there is little research on the behavior of joints that are subjected to blast loads.
Kwang Mo Lim, Taek Hee Han, Joo Ha Lee
doaj +2 more sources
Design of biaxially loaded external slab column connections
Abstract The paper investigates the influence of biaxial loading on punching resistance at square and elongated edge columns of flat slabs which is virtually neglected in the literature. In the absence of experimental data, the influence of biaxial loading is determined using nonlinear finite element analysis (NLFEA) with 3D solid elements.
Deema Abu-Salma +2 more
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Influence of connection configuration on the punching resistance of CFST column–RC slab systems under eccentric loading [PDF]
This study investigates the punching shear behaviour and failure mechanisms of concrete-filled steel tube (CFST) column reinforced concrete (RC) slab connections subjected to eccentric loading through an integrated experimental and numerical approach ...
Mohamed Ghalla +5 more
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This paper presents the problem of load carrying capacity of the columns made of high-strength reinforced concrete which are separated by slab made of lightweight concrete.
Tadeusz Urban +2 more
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Experimental and Numerical Investigations of Punching Shear Strengthening of Slab-Circular Column Connection Incorporating UHPC and Galvanized Threaded Steel Bolts [PDF]
Punching shear failure poses a critical risk in flat slab–column structures, potentially leading to catastrophic collapses. Retrofitting methods typically involve flexural or shear strengthening.
Ahmed Hamoda +4 more
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Behaviour of prestressed concrete slab-column connections
Yadav Raj Khwaounjoo
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Steel Stiffeners for Enhancement of Slab-Column Connections
Safa S. Kadhim, Haider K. Ammash
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Punching shear analysis of slab‐column connections [PDF]
Purpose – 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. Comparisons between numerical simulations and experimental behaviour results are carried on.
Moreno, Carlos, Sarmento, Ana Maria
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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
Strengthening of bi-axially loaded RC slab-column connection using steel plates and stiffeners
This paper presented a strengthening technique for enhancement reinforced concrete (RC) slab-column connection behavior using steel plates and steel stiffeners. A bi-axial load was applied with an eccentricity of 150 mm in both x and z directions.
Zainab A. Neamah, Munaf A. Al-Ramahee
doaj +1 more source

