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Fixed Beam Deflection

Hi, I have a circular beam fixed at both ends using "Beam" physics and "Stationary" study. By applying an edge load on the beam I would expect to observe a deflection of the beam. In contrast only the...

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Re: Fixed Beam Deflection

If you post your COMSOL model maybe someone from the Forum can take a look and find the problem.

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Re: Fixed Beam Deflection

I attach the model if someone could help. Thanks, Georgios

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Re: Fixed Beam Deflection

Hi, You are modeling the beam incorrectly. What you have are four straight beams spanning the length and four curved beams at the end. With beams you should only model one “edge” and not explicitly...

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Re: Fixed Beam Deflection

Thanks for the answer. I would like to make a composite beam: a circular cross section and above that a cylinder of different material. But if I model only one edge how could I assign the two different...

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Fixed Beam Deflection

Hi, I have a circular beam fixed at both ends using "Beam" physics and "Stationary" study. By applying an edge load on the beam I would expect to observe a deflection of the beam. In contrast only the...

View Article

Re: Fixed Beam Deflection

If you post your COMSOL model maybe someone from the Forum can take a look and find the problem.

View Article

Re: Fixed Beam Deflection

I attach the model if someone could help. Thanks, Georgios

View Article


Re: Fixed Beam Deflection

Hi, You are modeling the beam incorrectly. What you have are four straight beams spanning the length and four curved beams at the end. With beams you should only model one “edge” and not explicitly...

View Article


Re: Fixed Beam Deflection

Thanks for the answer. I would like to make a composite beam: a circular cross section and above that a cylinder of different material. But if I model only one edge how could I assign the two different...

View Article

Fixed Beam Deflection

Hi, I have a circular beam fixed at both ends using "Beam" physics and "Stationary" study. By applying an edge load on the beam I would expect to observe a deflection of the beam. In contrast only the...

View Article

Re: Fixed Beam Deflection

If you post your COMSOL model maybe someone from the Forum can take a look and find the problem.

View Article

Re: Fixed Beam Deflection

I attach the model if someone could help. Thanks, Georgios

View Article


Re: Fixed Beam Deflection

Hi, You are modeling the beam incorrectly. What you have are four straight beams spanning the length and four curved beams at the end. With beams you should only model one “edge” and not explicitly...

View Article

Re: Fixed Beam Deflection

Thanks for the answer. I would like to make a composite beam: a circular cross section and above that a cylinder of different material. But if I model only one edge how could I assign the two different...

View Article


Re: Fixed Beam Deflection

Hi frnd, Beams which are fixed at both ends are statically indeterminate, means their number of equations are less than number of unknowns. if you want to calculate deflection of fixed beam m sure you...

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