Pengaruh Local Buckling Terhadap Kekuatan Struktur Baja Ringan  

Oleh:

Soediro, Y.B. Moelyanto

Jenis: Article from Journal - ilmiah nasional - tidak terakreditasi DIKTI - atma jaya
Dalam koleksi: Atma nan Jaya vol. 20 no. 2 (Jul. 2005), page 13-21.
Topik: Elements; Crippling Stress; Yield Strength; Modulus of Elasticity; Stiffened Skin Element; Local Buckling; Struktur Baja Ringan
Fulltext: Y.B. Moelyanto Soediro.pdf (130.36KB)

Ketersediaan

Perpustakaan Pusat (Semanggi) Nomor Panggil: AA48.14 Non-tandon: 1 (dapat dipinjam: 0) Tandon: tidak ada	Lihat Detail Induk
Perpustakaan PKPM Nomor Panggil: A66 Non-tandon: 1 (dapat dipinjam: 0) Tandon: tidak ada	Lihat Detail Induk

Isi artikel

Cold-formed steel structural has a thinner dimensional typical steel structural than other standard steel structural which it has a thickness up to 8 mm and wider ratio dimensional. Since its typical dimensional is relatively thin, the manufacturing process with cold forming as well as folding, presses braking or rolling. Due to axial loading, pressing or bending may cause local buckling and the damage the design structural for long terms. To avoid crack propagation in long terms, it is necessary to consider the post buckling strength in each section of the stiffened structure. The trend of modern design has been towards the thick stiffened skin type of construction, the thick skin being needed for torque stiffness.

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