Results 31 to 40 of about 2,087,240 (340)

Experimental Study on the Structural Performance of Reinforced Truss Concrete Composite Slabs during and after Fire

open access: yesBuildings, 2023
Standard fire resistance tests and post-fire tests on residual mechanical properties were carried out on two four-edge simply supported reinforced truss concrete two-way composite slabs with wide seam splicing (“integral seam”) and close seam splicing ...
Bing Li   +4 more
doaj   +1 more source

Bending and Shear Experimental Tests and Numerical Analysis of Composite Slabs Made Up of Lightweight Concrete

open access: yesJournal of Engineering, 2016
The aim of this paper is to understand the structural behaviour of composite slabs. These composite slabs are made of steel and different kinds of concrete.
F. P. Alvarez Rabanal   +3 more
doaj   +1 more source

Blast loaded steel-concrete composite slab

open access: yesJournal of Mechanical Engineering and Sciences, 2021
This paper presented a numerical investigation of a steel-concrete composite slab subjected to blast loads. The finite element model of the composite slab was developed and validated against experimental results. The validated finite element model of the composite slab then subjected to blast loads using CONWEP function in ABAQUS.
Aizat Alias, A.F.M. Amin
openaire   +2 more sources

The influence of joints and composite floor slabs on effective tying of steel structures in preventing progressive collapse [PDF]

open access: yes, 2009
The event of the terrorist attack at 11th September 2001 in the USA has attracted increasing attention of researchers and engineers on progressive collapse of structures.
Hu   +14 more
core   +1 more source

Failure assessment of lightly reinforced floor slabs. II: Analytical studies [PDF]

open access: yes, 2011
This paper describes numerical and analytical assessments of the ultimate response of floor slabs. Simplified analytical models and finite-element simulations are described and validated against the experimental results presented in the companion paper ...
Cashell, KA   +2 more
core   +1 more source

Fire Resistance of Prestressed Multispan Steel Truss Composite Slab

open access: yesBuildings, 2023
Prestressed steel truss composite slab is composed of a precast prestressed bottom slab, a steel truss, and a postcast concrete layer. In order to investigate the fire resistance performance of prestressed multispan steel truss composite (STPC) slabs ...
Kaozhong Zhao   +3 more
doaj   +1 more source

Experimental Study of Multi-Ribbed One-Way Composite Slabs Made of Steel Fibre, Foam, and Normal Concrete

open access: yesArchives of Civil Engineering, 2018
This paper aims to study the effect of reinforcement configuration (steel fibre and rebar) on the mechanical performance of composite slabs of the same total steel contents.
Wang Yabo   +4 more
doaj   +1 more source

Experimental Evaluation of the Mechanical Properties of Steel Reinforcement at Elevated Temperature [PDF]

open access: yes, 2009
This paper describes an experimental investigation into the influence of elevated temperatures on the mechanical properties of steel reinforcement. The study includes tests carried out at ambient temperature as well as under steady-state and transient ...
A.Y. Elghazouli   +15 more
core   +2 more sources

The behaviour of reinforced concrete slabs in fire [PDF]

open access: yes, 2010
In this paper a robust model is presented based on the previous layer procedure developed by the author to also take into account the effects of concrete spalling on the behaviour of concrete slabs under fire conditions.
Ali   +14 more
core   +1 more source

Analysis of Flexural Performance and Crack Width Prediction Models of UHPC Composite Slabs

open access: yesBuildings
To study the crack resistance of UHPC precast composite slabs, this paper conducts flexural performance tests on one UHPC monolithic slab and four UHPC precast composite slabs, investigating the influence of structural form, loading method, and shear ...
Chao Liu   +3 more
doaj   +1 more source

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