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picture1_E3sconf Catpid2021 04002


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File: E3sconf Catpid2021 04002
E3S Web of Conferences 281, 04002 (2021) https://doi.org/10.1051/e3sconf/202128104002 CATPID-2021 Part 1 Hybrid finite element formulation for geometrically nonlinear buckling analysis of truss with initial length imperfection * Vu ...

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...Es web of conferences https doi org esconf catpid part hybrid finite element formulation for geometrically nonlinear buckling analysis truss with initial length imperfection vu thi bich quyen and dao ngoc tien faculty civil engineering hanoi architectural university km nguyentrai vietnam abstract this paper presents a novel fem based approach the two types contribution deals establishing perfection considering large displacement on mixed therefore global equation system is developed by assembling elements incremental iterative algorithm arc method used to establish calculation programs solving using written program numerical test presented investigate equilibrium path plan member introduction many members have geometric imperfections as result manufacturing transporting handling processes significantly influences behaviour structure in recent years research works addressed influence geometrical structures problem considered most popular efficient linear usually calculated adding equiva...
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