Joint stiffness

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Moment Connection SupportCenter. This feature creates a load-deformation diagram; the most important is moment-rotation diagram, which affects the distribution of internal forces in a structure.

This article describes how to use this diagram. It gives quite accurate behavior remedii pentru artroza articulației gleznei a particular joint to particular static loading.

But what happens if there are different types of loading? If this loading is exceeded and significant plastic deformations occur?

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If there are relatively high manufacturing tolerances? Classification The most important is the effect on: Internal forces in the structure both in members and in joints ultimate limit state Deformations serviceability limit state Eurocode EN tackles this issue in Chapter 5.

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The beam-to-column joints are classified according to initial stiffness as: Pinned - joint does not transmit any bending moments Semi-rigid - joint transfers some bending moments and its behavior needs to be taken into account in global analysis Rigid - joint has no effect on the analysis, members are rigidly connected to each other You may have noticed that the code does not mention cantilever joints.

That is due to the fact that the classification is not important.

The cantilever joint must always transfer the full bending moment. Joints in global analysis No joint is ideally pinned or rigid but the classification boundaries in Cl. The blue curve shows the bending moment at the joints and the red curve bending moment in beam mid-span.

The internal forces nearly do not change in pinned and rigid region but change rapidly in the semi-rigid region.

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Also notice the logarithmic scale for bending stiffness. It means that the stiffness may change even times and it will have very small effect if the joint stays in rigid or pinned region. That all means we can use rigid or pinned joint in global analysis and not care about its real stiffness.

But what to do for semi-rigid joints? IDEA StatiCa shows the joint behavior as if it was brand new and loaded just one time joint stiffness a particular load case.

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But there are a lot of uncertainties. The joint may have undergone some plastic deformations in the joint stiffness, it may be rusty and workers may have used some nasty methods to assembly the joint together and get rid of manufacturing tolerances. That rarely happens but it can be the first step to determine the Mj,Ed.