The stress-strain state of the external wall panel with opening of residential building in case bias

Markovich, A S; Mahadi, Mohammed I. Abu; Miloserdova, D A; Asad, Mohamad S. A.

doi:10.1063/5.0099222

Cited by 1 publication

(1 citation statement)

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“…Accordingly, several studies were concerned with the composite steel-concrete arch behavior, particularly the buckling of the steel web and the slip between the concrete layer and the built-up steel section. Besides the type of shear connectors and the method of connection under the effect of different types of loading, such as the studies of [22][23][24][25][26]. Based on the forging, the main aim of this research is to conduct a three-dimensional finite element model capable of describing the response of a composite steel-concrete arch.…”

Section: Composite Archmentioning

confidence: 99%

Three-dimensional final element analysis of composite steel - concrete aches

Al-Brees,

Abu Mahadi,

Al-Gasham

et al. 2023

PEN

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Latest structure construction crafts frequent use of composite steel-concrete arches for building and bridge applications. The leading goal of this research is to describe a three-dimensional finite element model capable of describing the response of a composite steel-concrete arch. The commercial software Abaqus was implemented to develop the proposed approach, where a certain experimental test results in the literature on a scaled steel-concrete composite arch have been compared to validate the accuracy and adequacy of the proposed finite element model. Furthermore, the current research developed a finite element model to study the fundamental behavior of a composite steel box-concrete arch with a specific parameter. These parameters including the degree of curvature, the number of the shear connector, and the support conditions have been considered the main study parameters. The proposed model has presented an excellent prediction of the initial stiffness, the ultimate strength, and the ductility of the composite arch. The Representative behavior was affected significantly by the designated variable for the steel box section with composite deck. Therefore, these findings may be crafted with the aim of structural design rules.

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Section: Composite Archmentioning

confidence: 99%