Dictionary of Cement and Concrete Equations
- 2026
- Buch
- 1. Auflage
- Verfasst von
- Natt Makul
- Verlag
- Springer Nature Singapore
Über dieses Buch
Über dieses Buch
The book addresses the mathematical formula of plain and advanced concretes; specifications; good practice; and sustainable concrete construction. It suits students, researchers, concrete scientists and technologists, and practicing engineers who want to become well-versed in the most important current research in novel concrete. Each chapter focuses on a specific modern concrete technology and offers preciously mathematical formula of recent research findings published in the most well-known and reputable publications. The book is based on six chapters handling Introduction to cement and concrete composites, Advanced fiber-reinforced concrete, Advanced reactive powder concrete, Advanced self-compacting concrete, Advanced green cement and concrete, Advanced nano cement and concrete, and advanced repair cement and concrete materials.
Inhaltsverzeichnis
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Frontmatter
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Advanced Cement and Concrete Composites
Natt MakulAbstractCantabro test:where Cantabro loss is weight loss (%), W1 is initial sample weight (g), and W2 is final sample weight (g) (Dong et al. 2013). -
Advanced Fiber-Reinforced Concrete
AbstractBond strength:where τ is bond strength (MPa), Fmax is maximum applied force (kN), and Ø is diameter of cylinder (mm). -
Advanced Reactive Powder Concrete
AbstractTensile strength:where TS is tensile strength at age of 28 days, MPa, and P is compressive strength at age of 28 days, MPa (Huseien et al. 2020). -
Advanced Self-Consolidating Concrete
AbstractSurface abrasion resistance test:where W1 is initial specimen’s weight, and W2 is final specimen’s weight after a 2-minute abrasion cycle. -
Advanced Green Cement and Concrete
AbstractModel depth of abrasion:M is the constant depending on the mixture (Thomas et al. 2016). -
Advanced Nano-cement and Concrete
AbstractCMODwhere S is the span of the beam, a the crack length, g(α) a dimensionless geometry function, α = a/W the ratio of crack length over specimen width W, E the Young’s modulus of the material, and B specimen thickness.where kd is a conversion factor which, for d, is between 1 and 6 mm. -
Advanced Repair Cement and Concrete Materials
AbstractShear bond strength:where Pmax is the peak shear load recorded at failure and Ac is the contact area of the joint. -
Backmatter
- Titel
- Dictionary of Cement and Concrete Equations
- Verfasst von
-
Natt Makul
- Copyright-Jahr
- 2026
- Verlag
- Springer Nature Singapore
- Electronic ISBN
- 978-981-9535-46-0
- Print ISBN
- 978-981-9535-45-3
- DOI
- https://doi.org/10.1007/978-981-95-3546-0
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