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带腹板开洞钢梁弹性挠度计算
引用本文:耿璐,周东华,赵慧敏,郭稳娟.带腹板开洞钢梁弹性挠度计算[J].四川建筑科学研究,2011,37(6):14-17.
作者姓名:耿璐  周东华  赵慧敏  郭稳娟
作者单位:昆明理工大学建筑工程学院,云南昆明,650224
基金项目:国家自然科学基金项目(50778086);教育部博士点基金项目(20095314110008);建工学院博士基金项目(14078041)
摘    要:钢梁腹板上开洞,使得洞口区域不再满足平截面假定,梁的挠度曲线也不能再用梁理论求解,针对目前还没有较好的计算H型钢钢梁腹板开洞的弹性挠曲线的方法,本文推导了计算钢梁腹板开洞的计算公式,该法力学模型简洁清晰,计算结果精度也较高,与有限元软件计算的结果吻合性较好.

关 键 词:带腹板开洞钢梁  挠度  次弯矩  抗弯刚度

Elastic deformation of beams with web openings
GENG Lu , ZHOU Donghua , ZHAO Huimin , GUO Wenjuan.Elastic deformation of beams with web openings[J].Building Science Research of Sichuan,2011,37(6):14-17.
Authors:GENG Lu  ZHOU Donghua  ZHAO Huimin  GUO Wenjuan
Affiliation:(Faculty of Civil and Architectural Engineering,Kunming University of Science and Technology,Kunming 650224,China)
Abstract:If a web opening exists in a steel beam,the whole section in the range of web opening remains no longer in a plane.In this case the flexural deflection cannot be calculated with elementary theory of beams.Currently there is still not a method available for calculation of deflection beams with web openings.In this paper a calculation method is developed,which is simple and provides a good accuracy of results,which shows a good agreement with those from FE-method.
Keywords:steel beams with web openings  deflection  secondary bending moments  flexural stiffness
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