| 用卡氏定理推求平面梁单元刚度系数 |
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| 引用本文： | 潘宠平,孙锁泰.用卡氏定理推求平面梁单元刚度系数[J].江苏大学学报(自然科学版),1998(3). |
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| 作者姓名： | 潘宠平 孙锁泰 |
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| 作者单位： | 江苏理工大学数理系 |
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| 摘 要： | 采用卡氏定理求解平面梁单元的端内力与梁端位移之间的关系——刚度系数，简洁易行，尤其是推导梁单元具有弹性支承时的单元刚度系数．
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| 关 键 词： | 梁 刚度系数 卡斯提安诺定理 |
Element Stiffness Coefficients Derived from Castigliano's Theorem |
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| Pan Chongping,Sun Suotai.Element Stiffness Coefficients Derived from Castigliano's Theorem[J].Journal of Jiangsu University:Natural Science Edition,1998(3). |
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| Authors: | Pan Chongping Sun Suotai |
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| Institution: | Pan Chongping Sun Suotai |
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| Abstract: | Using Castigliano's theorem, this article deals with solving the relationship between end force and displacement of beam elements stiffness coefficients. As a concise and easy method, it is a new way to solve the stiffness coefficients of elastic supported beam elements. |
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| Keywords: | beam stiffness coefficients castigliano's theorem |
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