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Civil
Engineering
Material
Concepts
Engineering Properties
Stress
es Steel
_-ā-~ Concrete
ee
e
Strain
HOWARD R. HUGHES
| IN] V āCOLLEGE OF
ENGINEERING
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 Selection Location Type of Building Scale Service life Sustainability Structural frames Concrete framed Steel frame d Wood frame d Selection Type of project Durability Service Life Pavement Asphalt Concrete Portland cement concrete SELECTION Se le cti on c on sid er ati on s Economic factors Mechanical properties Non-mechanical properties Production Construction Aesthetics Sustainability Variability Selection N on -M ec ha ni ca l 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 Properties Civil Engineering Materials Physical Density Conductivity Combustibility Mechanical Yield Ductility Hardness Toughness Chemical Corrosion resistance Hydroscopic PH resistance Dimensional Size Shape Stress-
Strain
Stress Strain Curve for Mild Steel
r
Ultimateā, | _
siress
field stress .
Yield stress.
Fracture Ā®
Propertional~ ā
limit
ā x J
Perfect Strain ' Necking
Sy
ky ote
Linear āPlasticity hardening
or yielding
region
Stress Strain Curve of Concrete
The first portion
of curve, to about
40% of the
ultimate strength
Ā»Crushing f.ā, can be
considered linear.
Stress-
Strain
Stress
0.85fcā Ā¢The lower the
strength of
concrete the
greater will be the
failure strain
0.0028 to 0.0045,
generally 0.003 Strain
Stress-Strain Property Material Modulus of Elasticity Poisson's Ration Concrete 14-40 0.11-0.21 Steel 200 0.27 Wood 6-15 0.29-0.45