---
title: "Plastic hinge versus elastic hinge"
subject: "Theory of Structures II"
chapter: 5
key: "semester_5/theory_of_structures_ii:define-plastic-hinge-compare-elastic"
source: https://www.bctengineer.com/q/semester_5/theory_of_structures_ii/define-plastic-hinge-compare-elastic
site: BCT Engineering
---

# Plastic hinge versus elastic hinge

Theory of Structures II · Chapter 5: Introduction to plastic analysis

- Asked in: 2074 Asoj, 4 marks
- Video: [Plastic Hinges in Simply Supported Beam ( Part-3)](https://www.youtube.com/watch?v=Re_Q4w6UrKg) — EduceTube
- Answer checked by Claude Opus 5.5 (high effort) on 2026-10-14
- Page: https://www.bctengineer.com/q/semester_5/theory_of_structures_ii/define-plastic-hinge-compare-elastic
- Whole chapter: https://www.bctengineer.com/md/semester_5/theory_of_structures_ii/chapter-5

## Question

Define plastic hinge. Also compare plastic and elastic hinges of a structural system.

## Short answer

A plastic hinge is a yielded section where moment equals Mp and rotation occurs at constant moment; an elastic hinge is a real pin carrying zero moment. A plastic hinge forms by yielding at maximum moment, transmits Mp, and locks on unloading, while an elastic hinge is a fixed zero-moment connection.

## Answer

A **plastic hinge** is a section at which the bending moment has reached the plastic moment $M_p$, the whole section has yielded, and the member rotates at a constant moment $M_p$ (like a hinge that still transmits the moment $M_p$). An **elastic (ordinary) hinge** is a real pin in the structure: it cannot transmit any moment.

| Point | Elastic (ordinary) hinge | Plastic hinge |
|---|---|---|
| Moment carried | Zero | Constant, equal to $M_p$ |
| Cause | Provided by construction (a pin or a connection) | Formed by yielding of the section when $M = M_p$ |
| Rotation | Free, in either direction | Only in the sense of the applied moment; locks when the moment reverses/unloads |
| Position | Fixed, chosen by the designer | Located at points of maximum moment, depends on the loads |
| Length | Zero (a point) | Finite zone of yielding (hinge length) |
| Behaviour on unloading | Not affected | Elastic recovery; the hinge becomes a rigid section again |
| Effect on the structure | Reduces the degree of indeterminacy by 1 | Also reduces the indeterminacy by 1, and the structure becomes a mechanism when enough hinges form |

## Check yourself

The answer's key points as multiple-choice questions, with the correct option and why.

1. Which best defines a plastic hinge?
   A. A real pin that carries no moment
   B. A section that has fully yielded and rotates at constant moment Mp
   C. A section where shear is maximum
   D. A support that allows rotation freely
   Answer: B. A plastic hinge is a fully yielded section that rotates while still carrying Mp. (Key point: Definition of plastic hinge)

2. How does the moment carried differ between an elastic (ordinary) hinge and a plastic hinge?
   A. Both carry zero moment
   B. Elastic hinge carries Mp, plastic hinge carries zero
   C. Elastic hinge carries zero, plastic hinge carries Mp
   D. Both carry Mp
   Answer: C. An ordinary hinge is a pin and transmits no moment; a plastic hinge transmits a constant Mp. (Key point: Moment carried)

3. Which statement about rotation is correct?
   A. A plastic hinge rotates only in the sense of the applied moment and locks on reversal
   B. A plastic hinge rotates freely in both directions
   C. An elastic hinge locks when the moment reverses
   D. Neither can rotate
   Answer: A. An ordinary pin rotates freely either way, whereas a plastic hinge rotates only with the moment and recovers elastically on unloading. (Key point: Rotation direction)

4. Where is the position of a plastic hinge decided?
   A. By the designer at construction
   B. Always at mid-span
   C. At supports only
   D. By the loading, at points of maximum moment
   Answer: D. Plastic hinges form where moment is greatest, depending on the loads; an elastic hinge is fixed by the designer. (Key point: Position of hinge)

## Related in Theory of Structures II

- [Elastic vs plastic analysis; plastic hinge](https://www.bctengineer.com/question.md?key=semester_5%2Ftheory_of_structures_ii%3Aelastic-vs-plastic-analysis-plastic-hinge) — Theory of Structures II, chapter 5
- [Define plastic hinge](https://www.bctengineer.com/question.md?key=semester_5%2Ftheory_of_structures_ii%3Adefine-plastic-hinge) — Theory of Structures II, chapter 5, asked 2×
- [Plastic hinge and its length](https://www.bctengineer.com/question.md?key=semester_5%2Ftheory_of_structures_ii%3Adefine-plastic-hinge-length) — Theory of Structures II, chapter 5
- [Shape factor, plastic hinge properties, T-beam](https://www.bctengineer.com/question.md?key=semester_5%2Ftheory_of_structures_ii%3Ashape-factor-t-beam-plastic-hinge) — Theory of Structures II, chapter 5

## Related in other subjects

- [Short note: elastic and plastic behaviour](https://www.bctengineer.com/question.md?key=semester_3%2Fcivil_engineering_materials%3Aelastic-plastic-behaviour) — Civil Engineering Materials, chapter 1
- [Limiting plastic moment is 1.5 times elastic moment](https://www.bctengineer.com/question.md?key=semester_3%2Fstrength_of_materials%3Aplastic-moment-rectangular-1-5) — Strength of Materials, chapter 7
- [Elastic-plastic torsion of a circular shaft](https://www.bctengineer.com/question.md?key=semester_5%2Fmechanics_of_solids%3Aplastic-torsion-circular-shaft) — Mechanics of Solids, chapter 12
- [Pressure rise: rigid versus elastic pipe](https://www.bctengineer.com/question.md?key=semester_4%2Fhydraulics%3Arigid-vs-elastic-pipe-pressure-rise-5km) — Hydraulics, chapter 4
