Real Work - 9.2 | 9. ENERGY METHODS; Part I | Structural Engineering - Vol 1
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9.2 - Real Work

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Interactive Audio Lesson

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Introduction to Real Work

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0:00
Teacher
Teacher

Today, we're going to explore the concept of Real Work in energy methods. Can anyone recall the first law of thermodynamics?

Student 1
Student 1

Isn't it that energy cannot be created or destroyed, only converted?

Teacher
Teacher

Great! Yes. The first law relates to how the total energy changes as we apply work or heat. Can anyone explain what happens if we have an adiabatic system?

Student 2
Student 2

There’s no heat exchange involved, right?

Teacher
Teacher

Exactly! That leads to the key equation: External work equals internal strain energy. Can someone express that mathematically?

Student 3
Student 3

I think it’s W = U.

Teacher
Teacher

Correct! Always remember: W equals U is foundational in understanding these principles.

Internal Work Calculation

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0:00
Teacher
Teacher

Now, let’s examine internal work further. When we look at an infinitesimal structural element, how might we express internal strain energy density, given uniaxial stress?

Student 2
Student 2

Could we use the formula for strain energy density?

Teacher
Teacher

Exactly! It can be defined as dU = 1/2  *  dx. How do we then find the total strain energy?

Student 4
Student 4

We integrate over the volume!

Teacher
Teacher

Right! So, the total might look like U =  * σ * dVol. It's important to visualize these concepts with respect to different types of members.

Specific Formulations for Members

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Teacher
Teacher

Let’s break down the strain energy for axial members. If the formula is U = L * P^2 / (2AE), what do each of these terms represent?

Student 1
Student 1

L is the length of the member, P is the force, A is the cross-section area, and E is the modulus of elasticity!

Teacher
Teacher

Excellent! And for torsional members, what about the energy formulation?

Student 3
Student 3

For torsional members, it involves the modulus of rigidity G and the polar moment of inertia J!

Teacher
Teacher

Exactly! Remembering these formulas will aid you greatly in your analyses.

Introduction & Overview

Read a summary of the section's main ideas. Choose from Basic, Medium, or Detailed.

Quick Overview

The Real Work method illustrates the relationship between external work and internal strain energy in structural systems.

Standard

This section delves into the Real Work energy method, rooted in the first law of thermodynamics, highlighting how external work equals internal strain energy in an adiabatic system without heat transfer. The discussion includes mathematical derivations for determining strain energy in various structural members under uniaxial stress.

Detailed

Detailed Summary

The Real Work method is an essential framework in understanding energy methods in structural analysis, particularly in deriving the internal strain energy that structural elements undergo when subjected to external loads.

Key Concepts

  1. First Law of Thermodynamics: The text begins by referencing the first law, stating that the time-rate change in total energy equals the sum of the external work done and the heat change. This relationship simplifies under adiabatic conditions (no heat exchange) and quasi-static loading where kinetic energy is negligible. Hence, the formulation simplifies to:

\[ W = U \]
(where W is work done, and U is internal strain energy).

  1. Internal Work: The section then shifts to consider the internal work done by a structural element experiencing uniaxial stress. Here, the net force, displacement, and strain energy density are discussed, leading to the formulation of total strain energy:

\[ U = \frac{1}{2} \varepsilon \sigma dV \]
which can be elaborated into specific forms for various members:
- Axial Members: \[ U = \frac{P^2 L}{2AE} \]
- Torsional Members: \[ U = \frac{1}{2G} \int \frac{T^2J}{L} dx \]

These formulations allow for the assessment of the energy associated with deformations in different structural contexts.

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Audio Book

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First Law of Thermodynamics

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We start by revisiting the first law of thermodynamics:

The time-rate of change of the total energy (i.e., sum of the kinetic energy and the internal energy) is equal to the sum of the rate of work done by the external forces and the change of heat content per unit time.

d(K + U) = W + H (9.1)

dt e
where K is the kinetic energy, U the internal strain energy, W the external work, and H the heat input to the system.

Detailed Explanation

The first law of thermodynamics explains how energy is conserved in mechanical systems. It states that the change in total energy of a system is equal to the work done on the system plus any heat added to it. Here, total energy includes both kinetic energy (energy of motion) and internal energy (energy stored within the material). The equation d(K + U) = W + H captures this relationship by showing how energy enters or exits the system through work (W) and heat (H).

Examples & Analogies

Imagine a car engine. When you step on the gas, fuel combustion generates energy (heat), which does work moving the pistons (creating kinetic energy). If we analyze this system, we can use the first law of thermodynamics to understand how fuel (heat and work done) converts into movement (kinetic energy).

Simplified Relation in Adiabatic Systems

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For an adiabatic system (no heat exchange) and if loads are applied in a quasi static manner (no kinetic energy), the above relation simplifies to:

W = U (9.2)

Simply stated, the first law stipulates that the external work must be equal to the internal strain energy due to the external load.

Detailed Explanation

In an adiabatic system, there is no heat transfer with the surroundings, simplifying our analysis. Under these conditions, if forces are applied very slowly (quasi-static), the work done on the system (W) is entirely converted into internal energy, specifically strain energy (U) in the material. This means that all the energy put into the system through external work is stored as internal strain energy.

Examples & Analogies

Think of a rubber band. If you slowly stretch the rubber band (quasi-static load) without letting it heat up (adiabatic), all the work you do in stretching it is stored as potential energy in the rubber band. In this scenario, the work you apply equals the stored strain energy.

Understanding Internal Work

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Considering an infinitesimal element from an arbitrary structure subjected to uniaxial state of stress, the strain energy can be determined with reference to Fig. 9.2. The net force acting on the element while deformation is taking place is P = (σ) dydz. The element will undergo a displacement u =

Detailed Explanation

No detailed explanation available.

Examples & Analogies

No real-life example available.

Definitions & Key Concepts

Learn essential terms and foundational ideas that form the basis of the topic.

Key Concepts

  • First Law of Thermodynamics: The text begins by referencing the first law, stating that the time-rate change in total energy equals the sum of the external work done and the heat change. This relationship simplifies under adiabatic conditions (no heat exchange) and quasi-static loading where kinetic energy is negligible. Hence, the formulation simplifies to:

  • \[ W = U \]

  • (where W is work done, and U is internal strain energy).

  • Internal Work: The section then shifts to consider the internal work done by a structural element experiencing uniaxial stress. Here, the net force, displacement, and strain energy density are discussed, leading to the formulation of total strain energy:

  • \[ U = \frac{1}{2} \varepsilon \sigma dV \]

  • which can be elaborated into specific forms for various members:

  • Axial Members: \[ U = \frac{P^2 L}{2AE} \]

  • Torsional Members: \[ U = \frac{1}{2G} \int \frac{T^2J}{L} dx \]

  • These formulations allow for the assessment of the energy associated with deformations in different structural contexts.

Examples & Real-Life Applications

See how the concepts apply in real-world scenarios to understand their practical implications.

Examples

  • Axial member formula: U = L * P^2 / (2AE) for energy stored during deformation under axial loads.

  • Torsional member formula: U = (1/2G) * ∫(T^2J/L) dx, accounting for torsion in a structural element.

Memory Aids

Use mnemonics, acronyms, or visual cues to help remember key information more easily.

🎵 Rhymes Time

  • For work to be real, energy must heal, external equals internal, that's the deal!

📖 Fascinating Stories

  • Imagine a bridge taking a load; as forces act, it stores energy, awaiting a time when it can unload.

🧠 Other Memory Gems

  • Think of W and U: Work and Energy, side by side, they'll always agree.

🎯 Super Acronyms

REW

  • Real Energy Work—it's how work transforms energy in structures!

Flash Cards

Review key concepts with flashcards.

Glossary of Terms

Review the Definitions for terms.

  • Term: Real Work

    Definition:

    The energy method ensuring the external work done on a system equals its internal strain energy.

  • Term: Strain Energy

    Definition:

    The energy stored in a material due to deformation.

  • Term: First Law of Thermodynamics

    Definition:

    States that energy cannot be created or destroyed, only transformed.

  • Term: Adiabatic System

    Definition:

    A system where no heat exchange occurs with the environment.

  • Term: Uniaxial Stress

    Definition:

    Stress applied in one direction along a structural element.