| 用逐次面积矩法解简单超静定梁 |
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| 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, 0(1) |
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| 作者姓名： | 胡庆陪 |
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| 作者单位： | 湛江水产学院轮机系 |
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| 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。
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| 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 |
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| Hu Qinpei. SOLVING STATICALLY INDETERMINATE BEAMS BY SUCCESSIVE ORDER AREA-MOMENT METHOD[J]. Journal of Zhanjiang Ocean University, 1990, 0(1) |
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| Authors: | Hu Qinpei |
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| Affiliation: | Zhanjiang Fisheris College |
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| 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. |
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| Keywords: | Statically indetermine beams Area-moment method Unknown redundants United-load bending moment diagrams Equations of compatibility |
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