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In structural engineering and mechanical engineering, generalised beam theory (GBT) is a one-dimensional theory used to mathematically model how beams bend and twist under various loads. It is a generalization of classical Euler–Bernoulli beam theory that approximates a beam as an assembly of thin-walled plates that are constrained to deform as a linear combination of specified deformation modes.

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  • Generalised beam theory (en)
  • Teoria della trave generalizzata (it)
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  • In structural engineering and mechanical engineering, generalised beam theory (GBT) is a one-dimensional theory used to mathematically model how beams bend and twist under various loads. It is a generalization of classical Euler–Bernoulli beam theory that approximates a beam as an assembly of thin-walled plates that are constrained to deform as a linear combination of specified deformation modes. (en)
  • La teoria della trave generalizzata (o, in inglese, Generalized beam theory) è una teoria della trave che estende la al caso di travi in parete sottile formate da pareti rettilinee. È stata introdotta da , professore all'Università di Darmstadt. Tramite questa teoria è possibile scrivere la condizione di equilibrio tramite un sistema di equazioni differenziali del quarto ordine, del tipo (it)
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  • http://commons.wikimedia.org/wiki/Special:FilePath/Gbt3.png
  • http://commons.wikimedia.org/wiki/Special:FilePath/Illustration_of_GBT_membrane_displacement_field.png
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  • In structural engineering and mechanical engineering, generalised beam theory (GBT) is a one-dimensional theory used to mathematically model how beams bend and twist under various loads. It is a generalization of classical Euler–Bernoulli beam theory that approximates a beam as an assembly of thin-walled plates that are constrained to deform as a linear combination of specified deformation modes. (en)
  • La teoria della trave generalizzata (o, in inglese, Generalized beam theory) è una teoria della trave che estende la al caso di travi in parete sottile formate da pareti rettilinee. È stata introdotta da , professore all'Università di Darmstadt. Tramite questa teoria è possibile scrivere la condizione di equilibrio tramite un sistema di equazioni differenziali del quarto ordine, del tipo (it)
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