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The behavior of steel structures beyond the elastic limit until collapse. Study of component parts of frames; methods of predicting strength and deformation in the plastic range. Plastic design of multistorey frames. Comparison of conventional design methods with plastic design techniques. CE 551 Nonlinear Problems in Reinforced Concrete (3+0+0) 3 ECTS 8 (Betonarmede Dogrusal Olmayan Problemler) Nonlinear behavior of concrete as a material. Formation of cracks and crack propagation up to failure. Shear resisting mechanisms with special emphasis on aggregate interlock and dowel action, and application of these aspects in numerical methods. The behavior of concrete under biaxial and triaxial state of stress. Bonding, mechanical interaction at the bar to concrete interface.
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