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在钢混凝土复合桥上的接温度场的数值研究
Sicong Wei1, Han Su2, Xu Han1
1Research Institute of Highway, Ministry of Transportation, Beijing 100088, China.
Materials (Basel, Switzerland)
|August 14, 2025
概括
准确模拟桥梁中杆接温度对于理解残余应力至关重要. 这项研究开发了一种经过验证的高斯热源模型,显示输入电流和板厚显著影响温度场.
科学领域:
- 结构工程 结构工程
- 材料科学 材料科学 材料科学
- 计算力学 计算力学 计算力学
背景情况:
- 在杆接过程中不均的温度场会导致钢混凝土复合桥梁的残余应力,降低机械性能.
- 精确模拟时空温度分布对于理解结构行为的残余应力影响至关重要.
研究的目的:
- 引入一种精确的模拟方法,用于在杆接过程中温度演变.
- 为了验证模拟方法与实验测量对比.
- 为了研究接参数和组对温度场的影响.
主要方法:
- 用高斯热源模型来精确模拟温度演变的应用.
- 模拟结果的验证,使用红外热图测量真实接温度场.
- 对输入电流,板厚和组研究的热影响的灵敏度分析.
主要成果:
- 模拟方法与实验数据有很好的一致性,峰值温度的最大误差为5%.
- 峰值温度与输入电流正相关;较低的电流导致更平坦的温度梯度.
- 板厚在厚度方向上显著影响温度分布,但辐射影响最小. 组杆接会导致轻微的热干扰.
结论:
- 开发的高斯热源模型为复合桥梁的杆接提供了准确的温度场模拟.
- 了解温度分布是减轻残余应力和改善结构完整性的关键.
- 该研究为实际工程应用提供了对参数灵敏度和组热效应的宝贵见解.
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