Creep is the slow, permanent deformation a material undergoes when a constant load rests on it for a long period. Load a beam and it deflects immediately — that is elastic deformation. Leave that load in place for years and the deflection keeps increasing slowly. That additional movement is creep.

Where creep matters

Concrete. Concrete creeps considerably. On a permanently loaded member the extra deformation can be several times the immediate elastic deflection; Eurocode 2 handles this with a creep coefficient, which — depending on humidity, member thickness and the age of the concrete when loaded — is typically in the order of 1.5 to 3. Creep is also why prestressing force is lost over time.

Timber. Timber creeps too, and damp timber especially so. Eurocode 5 covers this with the factor k(def). For solid timber it is 0.60 in service class 1 (heated internal), 0.80 in class 2 (covered external) and 2.00 in class 3 (fully exposed). In practice: a timber beam in an exposed external situation can end up deflecting around three times as far as it did on day one.

Timber creep factor k(def) by service classClass 1 (heated internal)Class 1 (heated internal): 0.60.6Class 2 (covered external)Class 2 (covered external): 0.80.8Class 3 (fully exposed)Class 3 (fully exposed): 22
Eurocode 5 deformation factor k(def) for solid timber per service class. A higher value means more long-term creep deflection; damp timber creeps more.

Plastics and bitumen creep strongly, particularly at higher temperatures — think of an insulation board under a heavy sustained load, or a pipe sagging between its clips.

What you meet on site

Creep cannot be avoided, but it can be managed: work at lower stress levels, let concrete gain strength before loading it heavily, and check deflection limits against the final long-term value rather than the instantaneous one.

Related terms

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