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- Clapeyron's_theorem_(elasticity) abstract "In the linear theory of elasticity Clapeyron's theorem states that the potential energy of deformation of a body, which is in equilibrium under a given load, is equal to half the work done by the external forces computed assuming these forces had remained constant from the initial state to the final state.It is named after the French scientist Benoît Clapeyron.For example consider a linear spring with initial length L0 and gradually pull on the string until it reaches equilibrium at a length L1 when the pulling force is F. By the theorem, the potential energy of deformation in the spring is The actual force increased from 0 to F during the deformation; the work done can be computed by integration in distance. Clapeyron's equation, which uses the final force only, may be puzzling at first, but is nevertheless true because it includes a corrective factor of one half.Another theorem, the theorem of three moments used in bridge engineering is also sometimes called Clapeyron's theorem.".
- Clapeyron's_theorem_(elasticity) wikiPageID "23409462".
- Clapeyron's_theorem_(elasticity) wikiPageRevisionID "571246458".
- Clapeyron's_theorem_(elasticity) hasPhotoCollection Clapeyron's_theorem_(elasticity).
- Clapeyron's_theorem_(elasticity) subject Category:Continuum_mechanics.
- Clapeyron's_theorem_(elasticity) subject Category:Physics_theorems.
- Clapeyron's_theorem_(elasticity) subject Category:Structural_analysis.
- Clapeyron's_theorem_(elasticity) type Abstraction100002137.
- Clapeyron's_theorem_(elasticity) type Communication100033020.
- Clapeyron's_theorem_(elasticity) type Message106598915.
- Clapeyron's_theorem_(elasticity) type PhysicsTheorems.
- Clapeyron's_theorem_(elasticity) type Proposition106750804.
- Clapeyron's_theorem_(elasticity) type Statement106722453.
- Clapeyron's_theorem_(elasticity) type Theorem106752293.
- Clapeyron's_theorem_(elasticity) comment "In the linear theory of elasticity Clapeyron's theorem states that the potential energy of deformation of a body, which is in equilibrium under a given load, is equal to half the work done by the external forces computed assuming these forces had remained constant from the initial state to the final state.It is named after the French scientist Benoît Clapeyron.For example consider a linear spring with initial length L0 and gradually pull on the string until it reaches equilibrium at a length L1 when the pulling force is F. ".
- Clapeyron's_theorem_(elasticity) label "Clapeyron's theorem (elasticity)".
- Clapeyron's_theorem_(elasticity) sameAs m.06wbrt4.
- Clapeyron's_theorem_(elasticity) sameAs Q5125859.
- Clapeyron's_theorem_(elasticity) sameAs Q5125859.
- Clapeyron's_theorem_(elasticity) sameAs Clapeyron's_theorem_(elasticity).
- Clapeyron's_theorem_(elasticity) wasDerivedFrom Clapeyron's_theorem_(elasticity)?oldid=571246458.
- Clapeyron's_theorem_(elasticity) isPrimaryTopicOf Clapeyron's_theorem_(elasticity).