Hongxin Wu , Shitang Ke , Jie Yang , Xian'an Hou , Wen Sun , Yaojun Ge
{"title":"基于实测的双曲薄壁结构太阳温差空间分布及代码修正","authors":"Hongxin Wu , Shitang Ke , Jie Yang , Xian'an Hou , Wen Sun , Yaojun Ge","doi":"10.1016/j.tws.2025.113250","DOIUrl":null,"url":null,"abstract":"<div><div>The distribution principles for solar-induced temperature differences in hyperbolic cooling towers differ in different countries. The current Chinese code about solar-induced temperature difference in cooling towers, originating from 1980s measurements of a singular 105-meter structure at Qinling Power Plant, fails to account for regional climatic variances and dimensional scaling effects. A non-contact 3D thermographic monitoring framework was developed through infrared thermography, with calibration protocols validated via solar irradiation experiments on precast concrete slabs to address this limitation. Subsequently, continuous diurnal monitoring of solar-induced temperature difference was performed on five geometrically distinct hyperbolic cooling towers in China's \"cold and severely cold areas\". Using statistical analysis of the measured data, the gradient distribution, time-domain evolution, spatial distribution patterns, and characteristics of the sunlit inner wall were identified. After that, the meridional distribution, the circumferential distribution, and the maximum temperature difference were quantified. Finally, The distribution rules of solar-induced temperature difference of the large hyperbolic cooling tower considering the sunward inner wall were refined. It is found that solar-induced temperature differences should be considered in \"cold and severely cold areas\" in China. The distribution rules of solar-induced temperature difference of large hyperbolic cooling tower are three-section gradient distribution along the thickness, approximately constant along the meridional direction, semicircle asymmetric trigonometric distribution along the circumferential direction on the outer wall, and negative temperature difference at the sunward inner wall. The comparative analysis demonstrated a 1.73-5.00% escalation in structural reinforcement when applying measured solar-induced temperature difference data versus conventional code specifications. The conclusion deepens the understanding of the solar-induced temperature difference distribution of large hyperbolic cooling towers, which also provides the measured basis for revising the cooling tower codes.</div></div>","PeriodicalId":49435,"journal":{"name":"Thin-Walled Structures","volume":"213 ","pages":"Article 113250"},"PeriodicalIF":5.7000,"publicationDate":"2025-03-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Spatial Distribution and Code Revision of Solar-induced Temperature Difference of Hyperbolic Thin-Walled Structures Based on Field Measurements\",\"authors\":\"Hongxin Wu , Shitang Ke , Jie Yang , Xian'an Hou , Wen Sun , Yaojun Ge\",\"doi\":\"10.1016/j.tws.2025.113250\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The distribution principles for solar-induced temperature differences in hyperbolic cooling towers differ in different countries. The current Chinese code about solar-induced temperature difference in cooling towers, originating from 1980s measurements of a singular 105-meter structure at Qinling Power Plant, fails to account for regional climatic variances and dimensional scaling effects. A non-contact 3D thermographic monitoring framework was developed through infrared thermography, with calibration protocols validated via solar irradiation experiments on precast concrete slabs to address this limitation. Subsequently, continuous diurnal monitoring of solar-induced temperature difference was performed on five geometrically distinct hyperbolic cooling towers in China's \\\"cold and severely cold areas\\\". Using statistical analysis of the measured data, the gradient distribution, time-domain evolution, spatial distribution patterns, and characteristics of the sunlit inner wall were identified. After that, the meridional distribution, the circumferential distribution, and the maximum temperature difference were quantified. Finally, The distribution rules of solar-induced temperature difference of the large hyperbolic cooling tower considering the sunward inner wall were refined. It is found that solar-induced temperature differences should be considered in \\\"cold and severely cold areas\\\" in China. The distribution rules of solar-induced temperature difference of large hyperbolic cooling tower are three-section gradient distribution along the thickness, approximately constant along the meridional direction, semicircle asymmetric trigonometric distribution along the circumferential direction on the outer wall, and negative temperature difference at the sunward inner wall. The comparative analysis demonstrated a 1.73-5.00% escalation in structural reinforcement when applying measured solar-induced temperature difference data versus conventional code specifications. The conclusion deepens the understanding of the solar-induced temperature difference distribution of large hyperbolic cooling towers, which also provides the measured basis for revising the cooling tower codes.</div></div>\",\"PeriodicalId\":49435,\"journal\":{\"name\":\"Thin-Walled Structures\",\"volume\":\"213 \",\"pages\":\"Article 113250\"},\"PeriodicalIF\":5.7000,\"publicationDate\":\"2025-03-29\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Thin-Walled Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0263823125003441\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Thin-Walled Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0263823125003441","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Spatial Distribution and Code Revision of Solar-induced Temperature Difference of Hyperbolic Thin-Walled Structures Based on Field Measurements
The distribution principles for solar-induced temperature differences in hyperbolic cooling towers differ in different countries. The current Chinese code about solar-induced temperature difference in cooling towers, originating from 1980s measurements of a singular 105-meter structure at Qinling Power Plant, fails to account for regional climatic variances and dimensional scaling effects. A non-contact 3D thermographic monitoring framework was developed through infrared thermography, with calibration protocols validated via solar irradiation experiments on precast concrete slabs to address this limitation. Subsequently, continuous diurnal monitoring of solar-induced temperature difference was performed on five geometrically distinct hyperbolic cooling towers in China's "cold and severely cold areas". Using statistical analysis of the measured data, the gradient distribution, time-domain evolution, spatial distribution patterns, and characteristics of the sunlit inner wall were identified. After that, the meridional distribution, the circumferential distribution, and the maximum temperature difference were quantified. Finally, The distribution rules of solar-induced temperature difference of the large hyperbolic cooling tower considering the sunward inner wall were refined. It is found that solar-induced temperature differences should be considered in "cold and severely cold areas" in China. The distribution rules of solar-induced temperature difference of large hyperbolic cooling tower are three-section gradient distribution along the thickness, approximately constant along the meridional direction, semicircle asymmetric trigonometric distribution along the circumferential direction on the outer wall, and negative temperature difference at the sunward inner wall. The comparative analysis demonstrated a 1.73-5.00% escalation in structural reinforcement when applying measured solar-induced temperature difference data versus conventional code specifications. The conclusion deepens the understanding of the solar-induced temperature difference distribution of large hyperbolic cooling towers, which also provides the measured basis for revising the cooling tower codes.
期刊介绍:
Thin-walled structures comprises an important and growing proportion of engineering construction with areas of application becoming increasingly diverse, ranging from aircraft, bridges, ships and oil rigs to storage vessels, industrial buildings and warehouses.
Many factors, including cost and weight economy, new materials and processes and the growth of powerful methods of analysis have contributed to this growth, and led to the need for a journal which concentrates specifically on structures in which problems arise due to the thinness of the walls. This field includes cold– formed sections, plate and shell structures, reinforced plastics structures and aluminium structures, and is of importance in many branches of engineering.
The primary criterion for consideration of papers in Thin–Walled Structures is that they must be concerned with thin–walled structures or the basic problems inherent in thin–walled structures. Provided this criterion is satisfied no restriction is placed on the type of construction, material or field of application. Papers on theory, experiment, design, etc., are published and it is expected that many papers will contain aspects of all three.