摘要
以变截面开孔组合钢梁楼盖为研究对象,采用有限元法模拟计算,验证了采用规范算法对变截面开孔组合钢梁的适用性。分析表明,规范算法得到的钢梁应力、变形、舒适度等结果较可靠,且偏于安全。对比分析了有限元模拟计算和规范算法,发现不同几何参数(变截面段长度、跨中开孔位置、开孔率等)对强度、变形、楼盖舒适度等指标无显著影响。对组合钢梁楼盖内的钢筋构造、开孔的加劲构造给出了建议。
Taking the composite steel beam floor with variable cross section and opening as the research object,the finite element method was used to simulate and calculate,and the applicability of the standard algorithm to the composite steel beam with variable cross section and opening was verified.The analysis shows that the results of stress,deformation and comfort of the steel beam obtained by the standard algorithm are reliable and safe.Through comparative analysis of the finite element simulation calculation and the standard algorithm,it is found that different geometric parameters(length of variable cross section,opening position in the span,opening rate,etc.)have no significant impact on the strength,deformation,floor comfort and other indicators.Suggestions are given on the reinforcement structure and opening stiffener structure in the composite steel beam floor.
作者
崔巨宏
CUI Juhong(Beijing Institute of Architectural Design,Beijing 100045,China)
出处
《建筑结构》
CSCD
北大核心
2021年第19期126-130,125,共6页
Building Structure
关键词
变截面
开孔
组合钢梁
楼盖舒适度
variable cross section
opening
composite steel beam
floor comfort
