Optimum Design of Bridge Girders for Electric Overhead Traveling CranesSource: Journal of Manufacturing Science and Engineering:;1978:;volume( 100 ):;issue: 003::page 375Author:S. S. Rao
DOI: 10.1115/1.3439444Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The problem of the design of box-type bridge girders for electric overhead traveling cranes is formulated as a minimum weight design problem with inequality constraints. The restrictions placed on the design problem include limitations on the maximum allowable deflections and stresses as well as on the shock absorbing capacity during accidental collision. The overall stability and rigidity considerations are also taken into account. Several load conditions, as per the code specifications, are considered in the design problem. The resulting nonlinear programming problem is solved by using an interior penalty function method. Numerical examples are given to illustrate the effectiveness of the approach. The resulting computer program is used to make a sensitivity analysis of the problem.
keyword(s): Girders , Traveling cranes , Design , Stress , Weight (Mass) , Stability , Computer software , Deflection , Nonlinear programming , Sensitivity analysis , Stiffness , Collisions (Physics) AND Shock (Mechanics) ,
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contributor author | S. S. Rao | |
date accessioned | 2017-05-08T23:05:12Z | |
date available | 2017-05-08T23:05:12Z | |
date copyright | August, 1978 | |
date issued | 1978 | |
identifier issn | 1087-1357 | |
identifier other | JMSEFK-27672#375_1.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/91274 | |
description abstract | The problem of the design of box-type bridge girders for electric overhead traveling cranes is formulated as a minimum weight design problem with inequality constraints. The restrictions placed on the design problem include limitations on the maximum allowable deflections and stresses as well as on the shock absorbing capacity during accidental collision. The overall stability and rigidity considerations are also taken into account. Several load conditions, as per the code specifications, are considered in the design problem. The resulting nonlinear programming problem is solved by using an interior penalty function method. Numerical examples are given to illustrate the effectiveness of the approach. The resulting computer program is used to make a sensitivity analysis of the problem. | |
publisher | The American Society of Mechanical Engineers (ASME) | |
title | Optimum Design of Bridge Girders for Electric Overhead Traveling Cranes | |
type | Journal Paper | |
journal volume | 100 | |
journal issue | 3 | |
journal title | Journal of Manufacturing Science and Engineering | |
identifier doi | 10.1115/1.3439444 | |
journal fristpage | 375 | |
journal lastpage | 382 | |
identifier eissn | 1528-8935 | |
keywords | Girders | |
keywords | Traveling cranes | |
keywords | Design | |
keywords | Stress | |
keywords | Weight (Mass) | |
keywords | Stability | |
keywords | Computer software | |
keywords | Deflection | |
keywords | Nonlinear programming | |
keywords | Sensitivity analysis | |
keywords | Stiffness | |
keywords | Collisions (Physics) AND Shock (Mechanics) | |
tree | Journal of Manufacturing Science and Engineering:;1978:;volume( 100 ):;issue: 003 | |
contenttype | Fulltext |