Statements (32)
| Predicate | Object |
|---|---|
| gptkbp:instanceOf |
gptkb:logic
|
| gptkbp:appliesTo |
slender beams
|
| gptkbp:assumes |
material is linearly elastic
no shear deformation plane sections remain plane small deformations |
| gptkbp:basisFor |
modern structural analysis
|
| gptkbp:describes |
relationship between load and deflection in beams
|
| gptkbp:distinctiveFeature |
gptkb:Timoshenko_beam_theory
|
| gptkbp:field |
civil engineering
mechanics structural engineering |
| gptkbp:form |
beam deflection under load
|
| gptkbp:formedBy |
18th century
|
| gptkbp:governingEquation |
fourth-order differential equation
|
| https://www.w3.org/2000/01/rdf-schema#label |
Euler–Bernoulli beam theory
|
| gptkbp:limitation |
inaccurate for deep beams
neglects rotary inertia neglects shear deformation |
| gptkbp:namedAfter |
gptkb:Daniel_Bernoulli
gptkb:Leonhard_Euler |
| gptkbp:publishedIn |
1744
|
| gptkbp:relatedTo |
gptkb:elasticity_theory
strength of materials |
| gptkbp:usedFor |
analyzing bending of beams
|
| gptkbp:usedIn |
gptkb:bridge
aerospace engineering mechanical engineering naval architecture building construction |
| gptkbp:bfsParent |
gptkb:Leonhard_Euler
|
| gptkbp:bfsLayer |
5
|