Dergiler / Mathematical and Computational Applications / 1997 / Cilt: 2 - Sayı: 3

The development of Euler hyperbole in heavy bars

Sayfa
127–130
DOI
—
🏛️Bu makalenin bibliyografik verileri ve tam metin bağlantısı DergiPark üzerinden sağlanmıştır.
DergiPark Kaydı ↗
✨

Yapay Zeka Hızlı Bakış & Çıkarımlar

AI Insight
⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

This study may lead to economical gain, since materials are fully utiliesed.

📌 3 Maddede Bu Makale

🎯
Amaç & Hipotez:Euler [1] discovered the critical buckling force of the bars under an axial load.
📊
Temel Bulgular & Veri:Euler, however ignored bar's own weight in his calculations.
💡
Sonuç & Katkı:This study may lead to economical gain, since materials are fully utiliesed.
🔬Tür:Araştırma Makalesi
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:Alan Parametreleri

Abstract

Euler [1] discovered the critical buckling force of the bars under an axial load. Euler, however ignored bar's own weight in his calculations. He drew the line diagram of critical strength vs bars slenderness ratio, the so called Euler-Hyperbole. The goal of this paper is to extend Euler-Hyperbole to heavy bars. Furthermore, factors which have effects on critical buckling forces will be analysed. This study may lead to economical gain, since materials are fully utiliesed.

🔖

Bu Makaleye Atıf Yap

ÖZDAMAR, A. (1997). The development of Euler hyperbole in heavy bars. Mathematical and Computational Applications, Cilt: 2 - Sayı: 3, 127–130. https://ajindex.com/articles/280216

📄 Tam Metin PDF Okuyucu

📄

PDF görüntüleyici hazırlanıyor...

Kaynakça (1)

  1. Euler L., "De Curvis Elasticis", Lausanne-Genf, 1744. Bernitsas M. M., Kokkinis T., "Buckling of Columns with Nonmovable Boundaries". Journal of Stmctural Mechanics 11, s.351-370, 1983. Özdamar A., "Das Knicken schwerer Gestaenge", ISBN 3-930324-71-7, Berlin, 1996