{"title":"配置和尺度对集成板阻尼器循环性能的影响","authors":"Mohan Bajaj, Pankaj Agarwal","doi":"10.1016/j.jcsr.2024.109111","DOIUrl":null,"url":null,"abstract":"<div><div>The present study is focused on the experimental investigation of integrated metallic plate damper (IMPD) yielding under combined flexure and shear. Two configurations of the IMPDs with ADAS plates (AP) and K-butterfly plates (BP) as flexure components in two different scales are developed and tested under reverse cyclic loading. The square shear plate (SP) is utilized as a shear component in both configurations. In contrast, the number of flexure components varies from two to four in the AP-integrated damper and from four to eight in the BP-integrated damper. The height of the small and large-scale dampers is fixed at 140 mm and 273 mm, respectively, and other dimensions vary in accordance with their respective heights. The effect of damper size and configurations on overall performance in terms of hysteretic behavior, strength, stiffness, and energy dissipation potential is studied. The result demonstrated that IMPDs integrated with AP are more efficient than BP in terms of average enhancement of strength and energy dissipation by 23 % and 41 %, respectively. The increased size has an immense impact on the energy dissipation potential of the IMPDs, which is 1.77 to 2.8 times more than that of the smaller IMPDs. Additionally, the scale effect is found to be more prominent in AP-integrated IMPDs. The Digital Image Correlation (DIC) technique has proved helpful in finding the strain pattern in the plates, and the results are close to the preinstalled locations of the strain gauges.</div></div>","PeriodicalId":15557,"journal":{"name":"Journal of Constructional Steel Research","volume":"224 ","pages":"Article 109111"},"PeriodicalIF":4.0000,"publicationDate":"2024-10-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Configuration and scale effect on cyclic performance of integrated plate dampers\",\"authors\":\"Mohan Bajaj, Pankaj Agarwal\",\"doi\":\"10.1016/j.jcsr.2024.109111\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The present study is focused on the experimental investigation of integrated metallic plate damper (IMPD) yielding under combined flexure and shear. Two configurations of the IMPDs with ADAS plates (AP) and K-butterfly plates (BP) as flexure components in two different scales are developed and tested under reverse cyclic loading. The square shear plate (SP) is utilized as a shear component in both configurations. In contrast, the number of flexure components varies from two to four in the AP-integrated damper and from four to eight in the BP-integrated damper. The height of the small and large-scale dampers is fixed at 140 mm and 273 mm, respectively, and other dimensions vary in accordance with their respective heights. The effect of damper size and configurations on overall performance in terms of hysteretic behavior, strength, stiffness, and energy dissipation potential is studied. The result demonstrated that IMPDs integrated with AP are more efficient than BP in terms of average enhancement of strength and energy dissipation by 23 % and 41 %, respectively. The increased size has an immense impact on the energy dissipation potential of the IMPDs, which is 1.77 to 2.8 times more than that of the smaller IMPDs. Additionally, the scale effect is found to be more prominent in AP-integrated IMPDs. The Digital Image Correlation (DIC) technique has proved helpful in finding the strain pattern in the plates, and the results are close to the preinstalled locations of the strain gauges.</div></div>\",\"PeriodicalId\":15557,\"journal\":{\"name\":\"Journal of Constructional Steel Research\",\"volume\":\"224 \",\"pages\":\"Article 109111\"},\"PeriodicalIF\":4.0000,\"publicationDate\":\"2024-10-31\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Constructional Steel Research\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0143974X24006618\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Constructional Steel Research","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0143974X24006618","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0
摘要
本研究的重点是综合金属板阻尼器(IMPD)在弯曲和剪切联合作用下屈服的实验研究。本研究开发了两种不同尺度的 IMPD 配置,分别以 ADAS 板(AP)和 K-butterfly 板(BP)作为挠曲部件,并在反向循环加载条件下进行了测试。在这两种配置中,方形剪力板(SP)都被用作剪力部件。相反,在 AP 集成式阻尼器中,挠曲部件的数量从 2 个到 4 个不等,而在 BP 集成式阻尼器中,挠曲部件的数量从 4 个到 8 个不等。小型阻尼器和大型阻尼器的高度分别固定为 140 毫米和 273 毫米,其他尺寸随各自的高度而变化。研究了阻尼器尺寸和配置对滞后行为、强度、刚度和耗能潜力等整体性能的影响。结果表明,与 AP 集成的 IMPD 比 BP 更有效,平均强度和能量耗散分别提高了 23% 和 41%。尺寸的增大对 IMPD 的能量耗散潜能产生了巨大影响,其能量耗散潜能是较小 IMPD 的 1.77 至 2.8 倍。此外,规模效应在 AP 一体化 IMPD 中更为突出。事实证明,数字图像相关(DIC)技术有助于发现板中的应变模式,其结果与应变片的预装位置非常接近。
Configuration and scale effect on cyclic performance of integrated plate dampers
The present study is focused on the experimental investigation of integrated metallic plate damper (IMPD) yielding under combined flexure and shear. Two configurations of the IMPDs with ADAS plates (AP) and K-butterfly plates (BP) as flexure components in two different scales are developed and tested under reverse cyclic loading. The square shear plate (SP) is utilized as a shear component in both configurations. In contrast, the number of flexure components varies from two to four in the AP-integrated damper and from four to eight in the BP-integrated damper. The height of the small and large-scale dampers is fixed at 140 mm and 273 mm, respectively, and other dimensions vary in accordance with their respective heights. The effect of damper size and configurations on overall performance in terms of hysteretic behavior, strength, stiffness, and energy dissipation potential is studied. The result demonstrated that IMPDs integrated with AP are more efficient than BP in terms of average enhancement of strength and energy dissipation by 23 % and 41 %, respectively. The increased size has an immense impact on the energy dissipation potential of the IMPDs, which is 1.77 to 2.8 times more than that of the smaller IMPDs. Additionally, the scale effect is found to be more prominent in AP-integrated IMPDs. The Digital Image Correlation (DIC) technique has proved helpful in finding the strain pattern in the plates, and the results are close to the preinstalled locations of the strain gauges.
期刊介绍:
The Journal of Constructional Steel Research provides an international forum for the presentation and discussion of the latest developments in structural steel research and their applications. It is aimed not only at researchers but also at those likely to be most affected by research results, i.e. designers and fabricators. Original papers of a high standard dealing with all aspects of steel research including theoretical and experimental research on elements, assemblages, connection and material properties are considered for publication.