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This chapter determines the properties of fire resistant steels at high temperatures using transient tensile test.
From the structural engineers' point of view, the result from the transient tensile testing is useful for steel structural design.
The analyses are performed at both room and fire temperatures by introducing corresponding material data values obtained from high temperature transient tensile tests into the models.
The transient birefringence and the transient tensile stress of a polystyrene melt at 140°C elongated with constant stretch rate and constant Hencky strain rate are presented.
Therefore, both steady and transient tensile coupon tests were conducted at different temperatures ranged approximately from 20 to 1000 °C for obtaining the mechanical properties of cold-formed steel structural material.
Therefore, both steady and transient tensile coupon tests were conducted at different temperatures ranging from approximately 20 to 1000 ∘C to obtained the material properties of stainless steel types EN 1.4462 (Duplex) and EN 1.4301 (AISI 304) with plate thickness of 2.0 mm.
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Free-standing coating films were also subjected to static, transient and dynamic tensile testing to find a correlation between the intrinsic coating properties and the scratch behavior.
In order to reveal the deterioration of mechanical properties of the commonly used high strength structural steel S460N under transient state fire condition, tensile tests were conducted under various constant stress levels up to 800 MPa.
By taking the value of self-discharge rate on one surface determined as a function of time and adopting the impermeable constraint on the other surface as the boundary condition for hydrogen diffusion through the electrode, hydrogen concentration profile across the electrode has been derived with time from the measured tensile deflection transient.
To examine the Bauschinger effect and the transient hardening behaviour in – plane tensile – compression and compression – tensile tests were performed.
This region of reversed damage is responsible for the initiation of fatigue cracks from stress concentrations under fully compressive cyclic loads, crack growth retardation following tensile overloads, and transient crack growth response under spectrum fatigue loading.
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