Act like a helpful tutor and exlain me : Give step-by-step solution with explanation and final answer:. wid a [1 pr x ge ah Bi Hp ~~ Ee EE as 5 £3 iF ® TE if is 3 LE =f El is ES
Question:
Act like a helpful tutor and exlain me :
Give step-by-step solution with explanation and final answer:. wid
a [1
pr x ge
ah Bi
Hp
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Ee
EE
as
5
£3
iF
®
TE
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3
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Asked by: manish kumar
Created at: 2025-09-17 08:36:48
Asked by: manish kumar
Created at: 2025-09-17 08:36:48
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Let's analyze and solve the problem step by step!
---
## **Step 1: Understanding the Kelvin Model (Voigt Model)**
The Kelvin (Voigt) model is a common viscoelastic model consisting of a **spring** (stiffness \( k \)) and a **dashpot** (viscosity \( \eta \)) connected in **parallel**.
### **Constitutive Equation**
The **total force** \( F \) applied is shared by both the spring and dashpot:
\[
F = F_{\text{spring}} + F_{\text{dashpot}}
\]
\[
F = kU + \eta \frac{dU}{dt}
\]
where:
- \( U \) = displacement,
- \( k \) = spring constant,
- \( \eta \) = viscosity coefficient.
---
## **Step 2: Applying the Sudden Load**
A **weight \( F \)** is *suddenly placed* on the model. This means a step load is applied at \( t = 0 \):
\[
F(t) =
\begin{cases}
0 & t < 0 \\
F & t \ge 0
\end{cases}
\]
---
## **Step 3: Differential Equation for Displacement**
The governing equation is:
\[
F = kU + \eta \frac{dU}{dt}
\]
For \( t \ge 0 \), \( F \) is constant.
---
## **Step 4: Steady-State (Final) Displacement**
We are asked for the **final displacement** \( U_{\infty} \), i.e., as \( t \to \infty \).
### **At Steady-State:**
- The dashpot (damper) only resists changes in displacement.
- As \( t \to \infty \), \( \frac{dU}{dt} \to 0 \) (displacement becomes constant).
Plug into the equation:
\[
F = kU_{\infty} + \eta \cdot 0
\]
\[
F = kU_{\infty}
\]
\[
U_{\infty} = \frac{F}{k}
\]
---
## **Step 5: Final Answer**
### **Final Displacement:**
\[
\boxed{U_{\infty} = \frac{F}{k}}
\]
---
## **Explanation**
- **Initially** (at \( t = 0 \)), the dashpot resists deformation, so \( U = 0 \).
- **Over time**, the displacement increases as the spring and dashpot deform.
- **At steady-state** (long after the load is applied), the dashpot no longer resists (rate of change is zero), and only the spring supports the load.
---
### **Summary Table**
| Time | Displacement \( U \) |
|------------------|---------------------------|
| Immediately (\( t=0 \)) | 0 |
| After long time (\( t \to \infty \)) | \( \frac{F}{k} \) |
---
### **Physical Meaning**
- The final displacement is **identical to that of a spring alone**. The dashpot only affects the **rate of deformation**, not the final position.
---
**If you need the full time-dependent solution, let me know!**
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