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Tresca Criterion Analysis for Plane Stress
📌 The problem involves determining yield based on the maximum shearing stress criterion (Tresca criterion) for a steel component with a yield strength () of 325 MPa.
⚙️ The Tresca criterion states yield will not occur if ; the factor of safety (FS) is .
🔍 For all cases (where is 200, 240, or 280 MPa), the Mohr's circle center is at and the radius () is 100 MPa.
Case-Specific Stress Calculations and Yield Prediction
🔵 Case A (): Principal stresses are calculated relative to the center () and radius (); .
🟢 Case B (): Since one principal stress is zero, is the absolute value of the remaining non-zero stress component, resulting in a value greater than .
🔴 Case C (): Similar to Case B, the difference exceeds the yield strength of 325 MPa.
Yield Determination and Factor of Safety
✅ Yield does not occur only when (Case A), as .
📉 Yield occurs for (Case B) and (Case C).
🛡️ The calculated Factor of Safety (FS) is 1.08 for Case A, while Cases B and C result in FS values lower than 1.0.
Key Points & Insights
➡️ The Tresca criterion is used to predict yielding under plane stress conditions based on the maximum shear stress difference ().
➡️ For , the material is safe with an FS of 1.08 against yielding when .
➡️ Yielding is predicted when reaches 240 MPa or 280 MPa, indicating the stress state has surpassed the failure envelope defined by the yield strength.
📸 Video summarized with SummaryTube.com on Dec 03, 2025, 20:32 UTC
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Full video URL: youtube.com/watch?v=UKQlP2mQhsE
Duration: 2:13

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