钢-混凝土组合梁的温度骤变效应分析  

Effect analysis of steel-concrete composite beam caused by sudden change of temperature

作　　者：周勇超[1] 胡圣能[2] 宋磊[3] 李子青[1] 

机构地区：[1]长安大学公路学院,陕西西安710064 [2]华北水利水电学院土木与交通学院,河南郑州450011 [3]西安市政设计研究院有限公司,陕西西安710068

出　　处：《交通运输工程学报》2013年第1期20-26,共7页Journal of Traffic and Transportation Engineering

基　　金：交通运输部科技项目(2010-353-333-140)

摘　　要：对自然环境内钢-混凝土组合梁截面内温度进行了测试,以温差梯度为计算模型,基于弹性理论,推导了不同温差模式下组合梁交界面上的剪力、剪应力、相对滑移应变与变形以及弯曲变形曲率计算公式。分析结果表明:在自然温变情况下组合梁截面内存在温差,同时混凝土翼板内温度分布不均匀;界面剪力最大值在跨中部位,向梁端部逐渐递减为0;剪应力、相对滑移应变与变形在梁端部达到最大值,向跨中逐渐递减为0;界面内力及变形与温差大小呈线性正比,斜率与混凝土板内温度分布模式有关;混凝土板内温度分布模式及厚度是截面内力和变形的主要影响因素。The temperatures of steel-concrete composite beam cross-sections under nature condition were tested, the formulae of steel-concrete composite beam interracial shear force, shear stress, relative slide strain and deformation, flexural deformation curvature were derived by using temperature gradient calculation model and elastic theory. Analysis result shows that there is temperature difference in the cross-section, and the temperature distribution of concrete flange slab is uneven. The maximum interracial shear force is at the midspan and decreases to zero at the end of beam. The maximum interracial shear stress, relative slide strain and deformation are at the end of beam and decrease to zero at the midspan. Interracial force and deformation are linearly proportional to temperature difference, and the slope is associated with the temperature distribution modes of concrete slab. The temperature distribution mode and thickness of concrete slab are the main influence factors of interracial force and deformation. 1 tab, 11 figs, 17 refs.

关 键 词：桥梁工程 钢-混凝土组合梁 弹性理论 温度梯度 温度骤变 界面内力 相对滑移变形 

分 类 号：U448.34[建筑科学—桥梁与隧道工程]