BibTex Citation Data :
@article{MKTS9246, author = {Sumirin Sumirin}, title = {Perilaku Beban-Perpindahan Aksial Pre-Buckling dan Post-Buckling pada Struktur Kolom Elastis}, journal = {MEDIA KOMUNIKASI TEKNIK SIPIL}, volume = {20}, number = {1}, year = {2014}, keywords = {Column; Buckling; Finite element; Geometrically nonlinear analysis}, abstract = { The analysis of column buckling is generally based on the analysis of linear eigenvalue problem to obtain the buckling load. In the linear analysis we do not know the load-displacement behavior especially after buckling occurs. This research studied the behavior of the elastic column on the stage pre-buckling and post-buckling by finite gemetrically nonlinear of finite element method. Difficulties in equilibrium problem at around the point of buckling load solved by using the Newton-Raphson incremental method with constant arc- length technique. To generate the initial touch of buckling columns are very small lateral load or by providing the initial lateral deformation is very small. Axial load-displacement curve column finite element analysis results compared to the results of previous reseacher. An axial load-displacement curve bilinear proposed in this study. }, issn = {25496778}, pages = {53--61} doi = {10.14710/mkts.v20i1.9246}, url = {https://ejournal.undip.ac.id/index.php/mkts/article/view/9246} }
Refworks Citation Data :
Article Metrics:
Last update:
Last update: 2024-12-02 08:03:00