Structural Engineering and Construction Statics

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Vocabulary flashcards covering key terms and definitions related to Structural Engineering and Construction Statics.

Last updated 2:05 AM on 3/25/26
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27 Terms

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Structural Engineering

A branch of engineering that focuses on the framework and integrity of structures.

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Statics

The branch of mechanics that studies the effects and distribution of forces on rigid bodies that are at rest.

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Friction

A contact resistance by one body when a second body moves or tends to move past it.

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Strain energy

Energy stored in a material due to its deformation.

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Modulus of Toughness

Indicates the maximum amount of strain-energy a material can absorb just before it fractures.

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Modulus of Resilience

Represents the largest amount of internal strain energy per unit volume that a material can absorb without permanent damage.

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Elasticity

Property of a material that enables it to return to its original dimensions when the load is removed.

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Ductility

Ability of a material to deform in the plastic range without breaking.

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Stiffness

Ability to resist deformation within the linear range.

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Toughness

Material’s resistance to fracture.

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Hardness

Material’s resistance to indentation.

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Creep

Time dependent permanent deformation of a material when subjected to a constant load over time.

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Fatigue

The breakdown of a material structure due to repeated cycles of stress or strain.

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Buckling

Lateral deflection that occurs when long slender members are subjected to an axial compressive force.

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Yielding

A slight increase in stress above the elastic limit that results in permanent deformation of the material.

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Ductile Material

Materials that can be subjected to large strains before fracturing.

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Brittle Material

Materials that exhibit little or no yielding before failure.

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Homogeneous Material

Material with the same physical and mechanical properties throughout its volume.

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Isotropic Material

Material with the same physical and mechanical properties in all directions.

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Orthotropic Material

Material with properties that differ along three mutually orthogonal axes.

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Elastic limit

The greatest stress a material can develop without permanent elongation when unloaded.

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Plasticity

Condition where a material continues to deform under load even after permanent deformation has occurred.

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Poisson's Ratio

Ratio of lateral strain to axial strain for unrestrained materials.

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Ultimate Stress

The maximum stress a material is capable of developing.

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Young's Modulus

Constant of proportionality that defines the linear relationship between stress and strain.

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Water-Cement Ratio

Significantly influences the quality and strength of concrete.

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