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用逐次面积矩法解简单超静定梁
引用本文:胡庆陪.用逐次面积矩法解简单超静定梁[J].广东海洋大学学报,1990(1).
作者姓名:胡庆陪
作者单位:湛江水产学院轮机系
摘    要:本文用逐次面积矩法解超静定梁。这是一种简单的方法,只要画出多余未知力的单位弯矩图,计算出它的面积,一次矩,二次矩,三次矩,然后按照梁上的载荷建立变形协调方程,多余未知力即可算出。

关 键 词:超静定梁  面积矩法  多余未知力  单位载荷弯矩图  协调方程

SOLVING STATICALLY INDETERMINATE BEAMS BY SUCCESSIVE ORDER AREA-MOMENT METHOD
Hu Qinpei.SOLVING STATICALLY INDETERMINATE BEAMS BY SUCCESSIVE ORDER AREA-MOMENT METHOD[J].Journal of Zhanjiang Ocean University,1990(1).
Authors:Hu Qinpei
Institution:Zhanjiang Fisheris College
Abstract:In this paper,statically indeterminate beam were solved by successive order area-mo-ment method.This is a simple method.Only drawing united-load bending moment dia-rams of the unknown redundants.According to beam loading,we can calculate area,first moment,second moment and third moment of united-load bending moment diagramsand then can set up equation of compatibility of deformation,unknown redundants canbe calculated.
Keywords:Statically indetermine beams  Area-moment method  Unknown redundants  United-load bending moment diagrams  Equations of compatibility
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