EK575
In statically loaded tension members with a hole, the point adjacent to the hole reaches yield stress first. On further loading, the stress at that point remains constant at the […]
EK431
The response of the beam remains linear and elastic almost to the stage when the stress in the extreme fibre has reached the value of the yield stress. From there […]
EK147
As the load on a ductile steel beam is increased, the stresses in the beam also increase, until the yield stress is reached. With further increases in the load, yielding […]
EK137
Theoretically, a member can only behave linearly while the maximum stress does not exceed the yield stress, and so the presence of residual stresses or stress concentrations will cause early […]
EK129
The steel remains elastic while in linear range, and recovers perfectly on unloading. The limit of the linear elastic behaviour is often closely approximated by the yield stress. Beyond this […]
EK84
Increase in strain does not increase the stress beyond the value of the yield stress.
EK83
At the fully plastic moment both tension and compression faces are fully stressed at the yield stress.
EK45
Let the beam be subjected to bending in the plane of symmetry. If the bending moment is small, the stress and the strain vary linearly across the section. When the […]
EK44
On the plastic approach the strain and stress are proportional to one another up to the yield stress at which the strain increases indefinitely without any further increase in stress.
EK18
Compression elements are limited not only by the yield stress but also by their tendency to buckle elastically.