不同方法计算肋梁结构中次梁内力的误差分析
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国家级大学生创新训练项目(201410611065)


Error analysis about beam internal force calculated by different methods in rib structure
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    摘要:

    改变主、次梁线刚度比和荷载大小等参数,采用简化手动计算方法与采用ABAQUS有限元软件对钢筋混凝土单向板肋梁结构中的次梁在最不利荷载布置下进行弹性内力计算,得到两种计算方法的次梁内力误差。理论分析和实验结果表明:主梁的挠度和对次梁的转动约束是产生误差的主要原因;误差随主次梁线刚度比及次梁所受永久荷载可变荷载之比呈单调变化;某些截面误差超过5%,不可忽略,就此提出次梁内力局部调整系数表,使简化手工计算结果比较符合有限元软件分析的次梁内力值。

    Abstract:

    Error exists between the internal forces from manual calculation and that from simulation by ABAQUS. By changing line stiffness ratio of girder to beam and magnitude of load, it analyzes how girder’s deflection and its constraint to secondary’s rotation effect the error which is not considered in manual calculation. Also it concludes the facts that the error can’t be ignored since that it may be up to 40%, far larger than the maximum error-5% permitted in engineering. So, it proposed a coefficient table to correct internal forces of beam from manual calculation to promote the safety and economy of structure design.

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曾静,周畅,唐盼,傅剑平.不同方法计算肋梁结构中次梁内力的误差分析[J].土木与环境工程学报(中英文),2015,37(Z1):144-149. Zeng Jing, Zhou Chang, Tang Pan, Fu Jianping. Error analysis about beam internal force calculated by different methods in rib structure[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2015,37(Z1):144-149.[doi]

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  • 收稿日期:2015-03-15
  • 在线发布日期: 2015-09-21
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