相关实验视频
Updated: Mar 6, 2026

08:22
A Preclinical Model of Exertional Heat Stroke in Mice
Published on: July 1, 2021
4.5K
在美国应用的热应力补偿能力分类 (HSCC):模型更新和代码可用性
Gisel Guzman-Echavarria1, Ariane Middel1,2, Daniel J Vecellio3
1School of Geographical Sciences and Urban Planning, Arizona State University, Tempe, AZ, USA.
International journal of biometeorology
|March 4, 2026
概括
更新的热应力补偿能力分类 (HSCC) 模型更好地反映了人类的生理上流汗的极限. 这种增强的模型提高了在各种人群和气候中评估无法弥补的热应激 (UHS) 的准确性.
科学领域:
- 身体生理学 身体生理学
- 环境健康 环境健康
- 气候科学 气候科学
背景情况:
- 无法弥补的热应激 (UHS) 对人类健康构成风险,特别是在炎热的气候下.
- 热应力补偿能力分类 (HSCC) 系统根据热交换原则对UHS进行分类.
- 以前的HSCC模型没有完全考虑生理上的出汗限制.
研究的目的:
- 更新HSCC模型,将最大全身出汗率 (SRmax) 纳入其中.
- 为了增强UHS分类的生理现实主义.
- 为气候健康研究提供可访问的工具.
主要方法:
- 基于人体热交换的生理学建模.
- 加入SRmax来限制最大的蒸发热损失.
- HSCC应用程序的教程和公开可用的代码.
主要成果:
- 模型调整导致健康的年轻成年人略有变化,HSCC类别之间没有转移.
- 添加SRmax稍微改变了干热负载评估.
- 对于老年人,出汗受限制的个体和更热的气候来说,更新模型的意义增加了.
结论:
- 更新的HSCC模型为UHS评估提供了增强的生理现实性.
- 公开可用的代码增加了气候健康研究和政策的可访问性.
- 经过改进的HSCC支持对热应激影响的更有影响力和协作研究.
相关概念视频
Responses to Heat and Cold Stress
15.4K
Every organism has an optimum temperature range within which healthy growth and physiological functioning can occur. At the ends of this range, there will be a minimum and maximum temperature that interrupt biological processes.
15.4K
Thermal Stress
3.4K
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...
3.4K
Thermal expansion and Thermal stress: Problem Solving
2.2K
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 temperature (ΔT) is 55...
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 temperature (ΔT) is 55...
2.2K
Stress Concentrations
750
Stress concentration is when stress intensifies near discontinuities such as holes or abrupt cross-sectional changes in a structural member. This localized stress can often surpass the average stress within the member. The stress distribution in flat bars, either with a circular hole or varying widths connected by fillets, can be determined experimentally using a photoelastic method. The results are based on ratios of geometric parameters like the ratio of the hole's radius to the smaller...
750
Stress Concentrations
721
The concept of stress concentration is crucial for understanding how materials respond under bending stresses, particularly when there are irregularities or discontinuities in the material's geometry. Normally, stress in a symmetric member subjected to pure bending is assumed to be uniformly distributed across the entire cross-section. However, this assumption does not hold when there are variations in the cross-sectional geometry or the presence of notches and holes.
The stress...
The stress...
721
Stress: General Loading Conditions
643
To grasp the intricacy of real-world conditions where multiple loads are applied simultaneously to a structure, one might visualize a section passing through a specific point within a body, aligned parallel to the xy plane. This section is subjected to various forces, including original loads, normal forces, and shearing forces.
The shearing force, possessing potential directionality within the plane of the section, is simplified into two component forces running parallel to the x and y axes....
The shearing force, possessing potential directionality within the plane of the section, is simplified into two component forces running parallel to the x and y axes....
643

