Skip to content

Drawing No. EH–MT–009 // Engineering Materials

Concrete Properties

Reviewed August 2026

Normal-weight concrete with compressive strength around 30 MPa is used as a reference point. Unlike a homogeneous metal, concrete properties depend strongly on aggregate, mixture, moisture, curing, age and test method.

Normal-weight concrete · f′c ≈30 MPa referenceCementitious compositeReference data — verify design allowables

Representative properties

Switch units without changing the underlying material reference.

Density
2,400 kg/m³
Representative reference value / range
Young’s modulus
≈25.7 GPa · ACI-style estimate for f′c=30 MPa
Representative reference value / range
Poisson ratio
≈0.20 typical · verify project/test data
Representative reference value / range
Yield strength
N/A · quasi-brittle
Representative reference value / range
Tensile strength
≈3.4 MPa flexural rupture · not direct tensile
Representative reference value / range
Thermal conductivity
Mixture / moisture dependent · use ACI thermal data
Representative reference value / range
Specific heat
Mixture / moisture dependent · use ACI thermal data
Representative reference value / range
Thermal expansion
Aggregate / mixture dependent · use project data
Representative reference value / range
Melting / transition temperature
No defined Tm · dehydrates/decomposes
Representative reference value / range
Why this basis matters: Concrete does not have a conventional metal-like tensile yield point. Structural design is generally controlled using compressive strength, cracking/tensile measures, reinforcement and code-specific constitutive models.

What changes these properties?

Engineering variability

  • Elastic modulus depends on density, aggregate stiffness and compressive strength; 25.7 GPa is an approximate normal-weight reference for f′c≈30 MPa.
  • Direct/splitting/flexural tensile measures are not interchangeable; the 2–4 MPa range is only a scale reference.
  • Thermal conductivity and heat capacity are especially sensitive to aggregate and moisture.
  • Concrete does not simply melt as one substance; dehydration, cracking, spalling and constituent transformations occur during heating.

Selection note

Use actual mix test data and the governing concrete code for structural design. The overview values are useful for preliminary thermal/mechanical estimates only.

Do not combine strength from one grade/condition with modulus, thermal data or temperature limits from another without checking compatibility. Where the overview shows a range, it is intended to expose variability—not establish allowable bounds.

Property interpretation

Stiffness vs strength

Young’s modulus controls elastic deformation. Yield or fracture strength controls how far the material can be stressed. These are separate material characteristics.

Thermal response

Thermal conductivity controls temperature gradients, specific heat contributes to thermal inertia, and expansion controls thermally induced strain when movement is restrained.

Temperature transition

The final property card is deliberately labeled “melting / transition.” Metals often have a solidus–liquidus range; amorphous polymers and glass use softening or glass-transition concepts; concrete and wood decompose instead of exhibiting one clean melt point.

Technical sources

Source hierarchy favors manufacturers, industry associations, standards bodies and government engineering references. Strength data must still be reconciled with the exact procurement specification.

Related materials

← Back to full material database