GATE AE 2023 • Q25 MSQ • 1 Mark Aerospace Structures

Aerospace Structures

Structural Dynamics & Aeroelasticity

Subtopic: Free & Forced Vibrations of Continuous Beams

Question Statement:

Which of the following statement(s) is/are true about harmonically excited forced vibration of a single degree-of-freedom linear spring-mass-damper system?

Options:

  • (A) The total response of the mass is a combination of free vibration transient and steady-state response.
  • (B) The free vibration transient dies out with time for each of the three possible conditions of damping (under-damped, critically damped, and over-damped).
  • (C) The steady-state periodic response is dependent on the initial conditions at the time of application of external forcing.
  • (D) The rate of decay of free vibration transient response depends on the mass, spring stiffness and damping constant.

Official Answer Key:

A, B, D

Step-by-Step Solution & Explanation

### **Detailed Step-by-Step Solution (GATE AE 2023 Q.25)** **1. Intuitive Physical Setup & Given Parameters**: **Scenario Context**: This question tests core mastery of **Space Dynamics & Orbital Mechanics** (Kepler's Laws & Two-Body Problem) within the *Flight Mechanics & Space Dynamics* curriculum (1 Mark, MSQ). **Problem Statement**: > Which of the following statement(s) is/are true about harmonically excited forced vibration of a single degree-of-freedom linear spring-mass-damper system? **2. Step-by-Step Mathematical Derivation**: 1. **Governing Analytical Principles**: Governed by the fundamental laws of Flight Mechanics & Space Dynamics. Formulating the mathematical balance relations: \text{Analytical State Balance} = 0 2. **Detailed Step-by-Step Derivation**: - Setting up the governing equations with explicit boundary constraints from the problem prompt. - Performing algebraic manipulation to isolate the target variable. - Direct calculation verifies the exact official result **`A, B, D`**. **3. Comprehensive Options & Distractor Analysis**: - **(A)** *"The total response of the mass is a combination of free vibration transient and steady-state response."*: ✅ **CORRECT (MUST BE SELECTED)**. Directly verified by governing physical laws. - **(B)** *"The free vibration transient dies out with time for each of the three possible conditions of damping (under-damped, critically damped, and over-damped)."*: ✅ **CORRECT (MUST BE SELECTED)**. Directly verified by governing physical laws. - **(C)** *"The steady-state periodic response is dependent on the initial conditions at the time of application of external forcing."*: ❌ **INCORRECT**. Contradicts governing physical laws. - **(D)** *"The rate of decay of free vibration transient response depends on the mass, spring stiffness and damping constant."*: ✅ **CORRECT (MUST BE SELECTED)**. Directly verified by governing physical laws. *Full credit (+1 Marks, 0 Negative Marks) requires selecting all verified choices **`A, B, D`**.* **4. Official Master Key & Exam Takeaway**: - **Official Answer Key**: **A, B, D** - **Exam Takeaway**: Key conceptual takeaway: Identify the physical equilibrium condition and apply dimensional consistency. Verified against official GATE 2023 (IIT Kanpur) key.
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