.. _sec-composite: Static bending of a straight composite beam ------------------------------------------- In this benchmark problem we examine the tip deflection of a composite beam under a tip load. The problem is described in detail in [@Wang-etal:2017]. The problem was solved with a single Legendre Spectral Finite Element (LSFE) with N-point Gauss-Legendre quadrature where N is the number of nodes. The tip-displacement results, shown in the table below, are the same (to within machine precision) of those produced with BeamDyn. +---------+----------------------+---------------------+--------------------+ | # nodes | u1 | u2 | u3 | +=========+======================+=====================+====================+ | 3 | -5.04479565690760E-02|-3.91038892649929E-02|9.11237052941376E-01| +---------+----------------------+---------------------+--------------------+ | 6 | -9.02727162973492E-02|-6.47489265976265E-02|1.22973611590669E+00| +---------+----------------------+---------------------+--------------------+ | 9 | -9.02726627568822E-02|-6.47488486249749E-02|1.22973648291939E+00| +---------+----------------------+---------------------+--------------------+ | 12 | -9.02726627566302E-02|-6.47488486259037E-02|1.22973648292371E+00| +---------+----------------------+---------------------+--------------------+ | 15 | -9.02726627566299E-02|-6.47488486259036E-02|1.22973648292371E+00| +---------+----------------------+---------------------+--------------------+ | 18 | -9.02726627566296E-02|-6.47488486259039E-02|1.22973648292371E+00| +---------+----------------------+---------------------+--------------------+ .. note:: This benchmark is included as a regression test in the Kynema code base. The test is implemented in: https://github.com/kynema/kynema/blob/main/tests/regression_tests/regression/verification/static_composite_beam_bending.cpp .. container:: csl-entry :name: ref-Wang-etal:2017 Wang, Q., M.A. Sprague, J. Jonkman, N. Johnson, B. Johnkman. 2017. “BeamDyn: a high-fidelity wind turbine blade solver in the FAST modular framework." *Wind Energy* 20: 1439-1462. https://onlinelibrary.wiley.com/doi/pdf/10.1002/we.2101