Economic design of steel bridge decks

被引：0

作者：

Jarmai, K. ^{[1
]}

Farkas, J. ^{[1
]}

Horikawa, K. ^{[1
]}

机构：

[1] Univ of Miskolc, Hungary

来源：

Welding in the World, Le Soudage Dans Le Monde | 1998年 / 41卷 / 01期

关键词：

Beams and girders - Bending moments - Fatigue of materials - Mathematical programming - Optimization - Stiffness;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

The bending moments and the torsional stiffness of trapezoidal longitudinal stiffeners are calculated according to the Pelikan-Esslinger method, neglecting the flexibility of crossbeams. In fatigue constraints, recently published experimental research results are taken into account. A computer program of the Rosenbrock mathematical programming method is used to determine the following optimum dimensions: thickness of the deck plate, thickness and heights of stiffeners and crossbeams as well as the distance between crossbeams. The optimization procedure is illustrated by a numerical example.

引用

页码：49 / 59