基于电热方法的可控制结合预应力结构的温度场研究
Xueyu Xiong1,2, Nan Jiang1
1Department of Structural Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China.
Materials (Basel, Switzerland)
|November 25, 2023
概括
可控制的粘合预应力使用直流加热,在紧张后快速固化粘合剂. 这个创新的系统提供了增强的控制,模拟和实验数据显示在预测温度场的高准确性.
科学领域:
- 土木工程 土木工程是指土木工程.
- 材料科学 材料科学 材料科学
- 结构工程 结构工程
背景情况:
- 延迟结合式预应力系统受到其结合过程的限制.
- 可控制的粘合预应力引入人工加热,以快速固化.
- 直流 (DC) 加热允许精确控制粘合剂固化后紧张.
研究的目的:
- 在直流加热下研究可控制的结合式预应力结构的热行为.
- 为了验证模拟模型与实验数据对比,用于温度场预测.
- 分析关键参数对温度分布和加热效率的影响.
主要方法:
- 使用FLUENT软件进行有限元分析 (FEA),模拟温度场.
- 模拟结果的实验验证,使用测试束的测量数据.
- 基于传热理论的Stehfest数值算法的应用.
主要成果:
- 与测量数据相比,FLUENT模拟显示的最大误差为1.73%.
- 对于计算的温度场,Stehfest算法给出了1.28%的最大误差.
- 影响温度分布的关键参数包括电流,粘合剂厚度和钢丝直径.
结论:
- 可控制的结合式预压系统通过模拟和数值方法证明了准确的温度场预测.
- 加热电流和粘合剂厚度显著影响温度和加热时间.
- 钢丝直径会影响加热效率,而较大的直径会降低效率.
相关概念视频
Mass Concreting
67
Mass concreting refers to the process of placing large volumes of concrete, such as in gravity dams. The heat generated during the cement hydration process and differential cooling rates within the concrete mass can lead to a temperature gradient, which can result in thermal cracks in the concrete mass.
To reduce the risk of such cracking, the concrete mix may incorporate low-heat cement and pozzolans to reduce the temperature rise. Pre-cooled angular aggregates and water-reducing admixtures...
To reduce the risk of such cracking, the concrete mix may incorporate low-heat cement and pozzolans to reduce the temperature rise. Pre-cooled angular aggregates and water-reducing admixtures...
67
Temperature Dependent Deformation
149
In a nonhomogeneous rod made up of steel and brass, restrained at both ends and subjected to a temperature change, several steps are involved in calculating the stress and compressive load. Due to the problem's static indeterminacy, one end support is disconnected, allowing the rod to experience the temperature change freely. Next, an unknown force is applied at the free end, triggering deformations in the rod's steel and brass portions. These deformations are then calculated and added...
149
Thermal expansion and Thermal stress: Problem Solving
1.2K
San Francisco's Golden Gate Bridge is exposed to temperatures ranging from -15 °C to 40 °C. At its coldest, the main span of the bridge is 1275 m long. Assuming that the bridge is made entirely of steel, what is the change in its length between these temperatures?
To solve the problem, first, identify the known and unknown quantities. The initial length (L) of the bridge is 1275 m, the coefficient of linear expansion (α) for steel is 12 x 10-6/°C, and the change in...
To solve the problem, first, identify the known and unknown quantities. The initial length (L) of the bridge is 1275 m, the coefficient of linear expansion (α) for steel is 12 x 10-6/°C, and the change in...
1.2K
Thermal Stress
2.4K
If the temperature of an object is changed while it is prevented from expanding or contracting, the object is subjected to stress. The stress is compressive if the object expands in the absence of constraint and tensile if it contracts. This stress resulting from temperature change is known as thermal stress. It can be quite large and can cause damage. To avoid this stress, engineers may design components so they can expand and contract freely. For instance, on highways, gaps are deliberately...
2.4K
Cold Weather Concreting
74
When freshly poured concrete is exposed to freezing temperatures before it has set, the water within the concrete can freeze. This expansion disrupts the setting process, delays chemical reactions necessary for hardening, and increases the volume of pores within the hardened concrete, which weakens its overall structure. If the concrete manages to reach an appreciable strength before it freezes, the damage can be somewhat mitigated.
To counteract the negative impacts of cold weather, ensuring...
To counteract the negative impacts of cold weather, ensuring...
74
Thermal Strain
1.2K
Thermal strain is a concept that arises when we consider how temperature changes affect structures. Unlike the conventional assumption that structures remain constant under load, real-world scenarios often involve temperature fluctuations that can significantly impact these structures. Consider a homogeneous rod with a uniform cross-section resting freely on a flat horizontal surface. If the rod's temperature increases, the rod elongates. This elongation is proportional to the temperature...
1.2K


