Koiter’s post-buckling theory
E1373605
UNEXPLORED
Koiter’s post-buckling theory is a foundational nonlinear stability framework that explains and predicts the behavior of structures after they have buckled, including their load–deflection response and sensitivity to imperfections.
All labels observed (1)
| Label | Occurrences |
|---|---|
| Koiter’s post-buckling theory canonical | 1 |
How this entity was disambiguated
This entity first appeared as the object of triple T19393116 — resolving that mention is where its identity was fixed. The disambiguator weighed these candidate entities and picked the highlighted one (or “None”, minting a new entity). This is how homonymy is resolved: the same surface form can point to different entities.
NED1
Entity disambiguation (via context triple)
gpt-5-mini-2025-08-07
Target entity: Koiter’s post-buckling theory Context triple: [Warner T. Koiter, notableConcept, Koiter’s post-buckling theory]
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A.
Mindlin plate theory
Mindlin plate theory is a refined mathematical model in structural mechanics that accounts for shear deformation and rotary inertia to more accurately describe the bending behavior of moderately thick plates.
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B.
Timoshenko beam theory
Timoshenko beam theory is a refined structural model that accounts for both shear deformation and rotational inertia in beams, providing more accurate predictions of their behavior than classical Euler–Bernoulli beam theory, especially for short or deep beams.
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C.
“Influence of rotatory inertia and shear on flexural motions of isotropic elastic plates”
“Influence of rotatory inertia and shear on flexural motions of isotropic elastic plates” is a seminal paper by Raymond D. Mindlin that introduced a refined plate theory accounting for shear deformation and rotary inertia effects in elastic plate vibrations.
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D.
Drucker stability postulate in plasticity
The Drucker stability postulate in plasticity is a fundamental criterion in continuum mechanics that asserts stable inelastic material behavior requires non-negative plastic work during any admissible loading path, ensuring physically realistic and stable responses in plasticity models.
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E.
Piola–Kirchhoff stress tensors
Piola–Kirchhoff stress tensors are alternative measures of stress in continuum mechanics that describe forces with respect to a material’s reference configuration rather than its current deformed state.
- F. None of above. chosen
- G. Unsure - the case is ambiguous/there is not enough information to decide.
NED2
Entity disambiguation (via description)
gpt-5-mini-2025-08-07
Target entity: Koiter’s post-buckling theory Target entity description: Koiter’s post-buckling theory is a foundational nonlinear stability framework that explains and predicts the behavior of structures after they have buckled, including their load–deflection response and sensitivity to imperfections.
-
A.
Mindlin plate theory
Mindlin plate theory is a refined mathematical model in structural mechanics that accounts for shear deformation and rotary inertia to more accurately describe the bending behavior of moderately thick plates.
-
B.
Timoshenko beam theory
Timoshenko beam theory is a refined structural model that accounts for both shear deformation and rotational inertia in beams, providing more accurate predictions of their behavior than classical Euler–Bernoulli beam theory, especially for short or deep beams.
-
C.
“Influence of rotatory inertia and shear on flexural motions of isotropic elastic plates”
“Influence of rotatory inertia and shear on flexural motions of isotropic elastic plates” is a seminal paper by Raymond D. Mindlin that introduced a refined plate theory accounting for shear deformation and rotary inertia effects in elastic plate vibrations.
-
D.
Drucker stability postulate in plasticity
The Drucker stability postulate in plasticity is a fundamental criterion in continuum mechanics that asserts stable inelastic material behavior requires non-negative plastic work during any admissible loading path, ensuring physically realistic and stable responses in plasticity models.
-
E.
Piola–Kirchhoff stress tensors
Piola–Kirchhoff stress tensors are alternative measures of stress in continuum mechanics that describe forces with respect to a material’s reference configuration rather than its current deformed state.
- F. None of above. chosen
Referenced by (1)
Full triples — surface form annotated when it differs from this entity's canonical label.