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Civil Engineering Materials Properties, Slides of Civil Engineering

Mechanical, physical, and chemical properties of civil engineering materials

Typology: Slides

2022/2023

Uploaded on 10/12/2023

negasi-gebremichael
negasi-gebremichael 🇺🇸

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Civil
Engineering
Material
Concepts
Engineering Properties
1.1
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Civil

Engineering

Material

Concepts

Engineering Properties

1.

Categories

Civil Engineering

Materials

Conventional

Materials

Conventional

Concrete

Steel

Timber/wood

Alternate

Materials

Bamboo

Adobe

Composite

Materials

Conventional

concrete with

carbon fiber

Engineered

wood

Smart Materials

Smart Concrete

Categorie s

Civil Engineering Materials

Metallic Steel Iron Aluminum Inorganic Solids Aggregate Glass Portland Cement Concrete Organic Solids Asphalt Plastics Wood

Selection Location Type of Building Scale Service life Sustainability Structural frames Concrete framed Steel frame d Wood frame d

SELECTION Selection considerations

Economic factors
Mechanical
properties
Non-mechanical
properties
Production
Construction
Aesthetics
Sustainability
Variability

Selection Economic Availability of raw materials Manufacturing costs Transportation Placing Maintenance Sustainability

Selection Non-Mechanical Density Density Unit Weight Specific Gravity Thermal Expansion Contraction Surface Characteristics

Selection Material Aggrega te Concrete Aggregate Asphalt Aggregate Concrete Cast Precast Grout Cellular Asphalt Hot-mix Cold-mix Wood Lumber Plywood OBS Steel Shapes Re-bar Cold- formed Masonry Clay Concrete Block

Stress- Strain Stress is load factored with size so that we can directly Compare materials of different sizes Stress (psi, ksi, kPa, MPa, Gpa) = Force/Area Strain is deformation factored with size so that we can directly Compare materials of different sizes Strain (%, in/in, mm/mm) = Change in Length/Original Length

Yield

Strength

  • Maximum stress a material will tolerate before plastic deformation begins.

Modulus of

elasticity

Yield Strength (σY) = Applied Force (F) Original X-sectional Area (Ao)

Stress- Strain

Stress-Strain Property Material (^) Modulus of Elasticity Poisson's Ration Concrete 14-40 0.11-0. Steel 200 0. Wood 6-15 0.29-0.

Thermal Expansion Expand as temperature increases and contract as temperature decreases The amount of expansion per unit length due to one unit of temperature increase is a material constant and is expressed as the coefficient of thermal expansion 𝛼 𝐿 =