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Mechanical, physical, and chemical properties of civil engineering materials
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Categories
Categorie s
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
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 (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 =