Modeling and Testing of Reinforced Concrete or Composite Structures Using Advanced New Materials

doi:10.3390/books978-3-0365-9939-7

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https://mdpi.com/books/pdfview/book/8584

Contributor(s)

El-Zohairy, Ayman (editor)

Language

English

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Abstract

This Reprint focuses on the emerging concepts that allow for the design of reinforced concrete, including new or improved concrete material, as well as on the characterization of the properties of typical reinforced concrete structures. The author of this Reprint is an Assistant Professor at Texas A&M University-Commerce, USA.

URI

https://directory.doabooks.org/handle/20.500.12854/137430

Keywords

pultruded GFRP I-beam; composite beam; impact; static; experiments; deflections; finite element analysis; calcium carbide residue; crumb rubber; fly ash; self-compacting concrete; acid attack; salt attack; bond–slip; reinforced concrete; non-linear behavior; numerical analysis; crack pattern; crack opening; bond stress; fiber-reinforced polymer (FRP) rebar; reinforced concrete columns; axial capacity; machine learning; ensemble learning; harmony search optimization; carbon nanofibers; nanocoating; alumina; durability; steel slag; chemical composition; physical property; mechanical property; scanning electron microscope; digital image processing; reinforced concrete pipelines; optimum diameter-to-thickness ratio; buried pipelines; deep embankment soil; precast concrete segmental beam; internal unbonded tendons; CFRP; numerical model; flexural capacity; ductility; optimization; structural design; predictive modeling; concrete filled steel tubes; compression strength; GEP modelling; hyperparameters tuning; parametric and sensitivity analysis; cementitious composites; dry- and wet-grinding; nano-sized cement; nano-sized additives; morphological studies; stepwise multiple regression; repeated measures ANOVA; chloride penetration; carbonation; useful life prediction; integral method; multi-regime method; modeling; thin-walled steel beam; CFRP tapes; reinforcement method; adhesive connection; expanded polystyrene; geopolymer concrete; sustainability; masonry; axial strength; granite powder; waste; cement mortar; spun-cast method; bundled fiber; three-edge bearing test; crack control; delamination; plain-woven composites; mode II interlaminar fracture toughness; cohesive zone model (CZM); virtual crack closure technique; biochar; circular economy; green concrete; leaching of heavy metals; hybrid bridge; steel–concrete joint; static test; load-carrying capacity; numerical study; parametric analysis; self-healing; steel slag aggregates; steel wool fibers; asphalt mixtures; microwave radiation heating; self-healing assessment; acoustic emissions; acoustic sources; plain concrete; fiber-reinforced concrete; three-point bending