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“….fs ° E se y (10) in which E $ = steel strain Ey = steel strain at first yield fs = steel stress E, = modulus of elasticity of steel Region BC: E y < E s --Esh fs = f. (11) in which e sh = steel strain at commencement of strain hardening, and = steel stress at yield…”
Section: Stress-strain Model For Non-prestressed Steelmentioning
confidence: 99%
“….fs ° E se y (10) in which E $ = steel strain Ey = steel strain at first yield fs = steel stress E, = modulus of elasticity of steel Region BC: E y < E s --Esh fs = f. (11) in which e sh = steel strain at commencement of strain hardening, and = steel stress at yield…”
Section: Stress-strain Model For Non-prestressed Steelmentioning
confidence: 99%
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