Mechanical characteristics of hardened basalt fiber expanded clay concrete cylinders

Chimeremeze, Chiadighikaobi Paschal; Adegoke, Muritala; Mahadi, M I Abu; Noor, Abbas A. Abd; Mayowa, Ibitogbe Enoch; Milad, Niazmand Ahmad

doi:10.1016/j.cscm.2022.e01368

Cited by 5 publications

(4 citation statements)

References 43 publications

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“…Composite arches can be used for roofs of halls or for bridges, where their strength depends upon the mechanical interaction between two or more materials. Steel arched girders carrying cylindrical decks using shear connectors may be assembled equivalently at ordered distances in the longitudinal direction of a building or tunnel space to form together the roof surface [16][17][18][19][20]. The function of shear connectors is to transfer tangential and normal forces between the concrete slab and the steel arch so that the composite action can be obtained.…”

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%

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

Al-Brees,

Abu Mahadi,

Al-Gasham

et al. 2023

PEN

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“…The tendency to use mineral basalt fibers in basalt fiber reinforced polymer (BFRP) is increasing and there have been different researches about the BFRPs. [3,4].…”

Section: Introductionmentioning

confidence: 99%

FABRICATION AND TESTING OF TiBA COMPOSITE POLYMER

Teja

2024

IJSREM

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The modern environment is demanding more and more creative composite materials that provide high mechanical and thermal qualities. Composites are favored over traditional materials because they improve the properties of the base material and have a broad range of applications. One of the primary benefits of utilizing composite materials over conventional materials for components is weight reduction. Composite materials can be stronger than conventional materials even though they are lighter. Chemical resistance and electrical insulation qualities are two more benefits of choosing a composite material over a traditional kind. The objective of the current study is to assess the mechanical and thermal properties of Areca and Basalt fibers that have been reinforced using epoxy and matrix, with and without filler in the form of titanium dioxide powder. The mechanical properties of composites, such as their hardness, tensile, compression, flexural, and impact strengths, are assessed by varying the weight percentage of filler material. TGA, DTG, and DTA thermal properties are also assessed. The composite plate with 10g of TiO2 powder filer achieved excellent strength. Key Words: BCF (Basalt Continuous Fiber) DTG (Derivative Thermogravimetry), DTA (Differential Thermal Analysis), TGA (Thermal Gravimetric Analysis), FRCC (Fiber reinforced cementitious composites)

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“… 15 There are two main forms of fiber reinforcement, namely, matrix fiber reinforcement and filled fiber-reinforced hollow materials. Currently, the common filler fibers are mainly steel fibers, 16 carbon fibers, 17 glass fibers, 18 basalt fibers (BFs), 19 and polypropylene fibers (PPFs). 20 Hassanpour et al 21 found that steel fibers can increase the compressive strength of lightweight concrete by 14–32%, the compressive strength by 21–77%, and the flexural strength by 6–69%.…”

Section: Introductionmentioning

confidence: 99%

Compressive Properties of Basalt Fibers and Polypropylene Fiber-Reinforced Lightweight Concrete

Xu,

Yan,

Jiang

et al. 2024

ACS Omega

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Mechanical characteristics of hardened basalt fiber expanded clay concrete cylinders

Cited by 5 publications

References 43 publications

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

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

FABRICATION AND TESTING OF TiBA COMPOSITE POLYMER

Compressive Properties of Basalt Fibers and Polypropylene Fiber-Reinforced Lightweight Concrete

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