Kaji Eksperimental Kestabilan Pada Kolom  

Oleh:

Bur, Mulyadi ; JAP, Cinde ; Rusli, Meifal

Jenis: Article from Journal - ilmiah nasional
Dalam koleksi: Andalas: Jurnal Penelitian vol. 15 no. 40 (Jan. 2003), page 47-57.
Topik: column; buckling; Stability

Ketersediaan

Perpustakaan PKPM Nomor Panggil: A67 Non-tandon: 1 (dapat dipinjam: 0) Tandon: tidak ada

Lihat Detail Induk

Isi artikel

A type of failure of structures and machines is buckling. Especially in column structures, that is, long, slender structural members leaded axially in compression. Buckling can be occur when the load exceed its stability limit, i.e. critical load. So, it is very important to know critical load of the structure when it loaded in compression In this paper, we design a kind apparatus that showed the buckling phenomena in column. There two kind of column are used, pinned-end of column with axial and eccentric axial load. When the members are loaded by eccentric axial load, they have more lateral deflection than another that loaded by axial load only.

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