curved panel
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2022 ◽  
Vol 137 (1) ◽  
Author(s):  
Hukum Chand Dewangan ◽  
Nitin Sharma ◽  
Mukesh Thakur ◽  
Subrata Kumar Panda ◽  
Pruthwiraj Sahu

IJIREEICE ◽  
2021 ◽  
Vol 9 (10) ◽  
Author(s):  
Dr. Ganesh M ◽  
Karthick V ◽  
Krishna Kumar M S

Structures ◽  
2021 ◽  
Vol 31 ◽  
pp. 660-670
Author(s):  
Hukum Chand Dewangan ◽  
Subrata Kumar Panda ◽  
Chetan Kumar Hirwani

2021 ◽  
pp. 114000
Author(s):  
Liang Zhang ◽  
Zhengxian Chen ◽  
Mostafa Habibi ◽  
Aria Ghabussi ◽  
Rayed Alyousef

2021 ◽  
Vol 11 (4) ◽  
pp. 1439
Author(s):  
Jong-Ho Ock

Constructing free-form buildings is very complex due to the difficulty in fabricating the curved façade. To install the façade, the complex geometric shapes of the façade need to be divided into panels. The panels developed are classified into three categories in terms of their curvatures, i.e., planar, single-curved, double-curved panels. The quality of the curved façade is determined by the geometric difference between as-built and as-designed panel shapes. Among the three types of curved panels, the double-curved panel is very difficult to form, showing greater quality discrepancy than the other two panel types. Ensuring the as-built quality of the curved façade is for contractors. The main objective of this study is to enhance small/mid-size contractors’ capacity of managing the as-built quality of the double-curved panel. To meet the study objectives, a case study of a small free-form building and empirical mock-up tests of curved panels were performed and beneficial lessons for the contractors were identified through the tests. Among diverse materials, aluminum and glass-fiber-reinforced concrete (GFRC) were utilized for the mock-up tests. Three-dimensional laser scanning technology was employed to foster the as-built data of the case study project and the mocked-up double-curved panels. The data superimposition method was used to measure the deviation between the as-designed and the as-built data of the case study.


2021 ◽  
Vol 85 ◽  
pp. 104091 ◽  
Author(s):  
M.S.H. Al-Furjan ◽  
Mostafa Habibi ◽  
Dong won Jung ◽  
Guojin Chen ◽  
Mehran Safarpour ◽  
...  

2020 ◽  
Vol 143 (6) ◽  
Author(s):  
Juan Du ◽  
Changhui Liu ◽  
Jianfeng Liu ◽  
Yansong Zhang ◽  
Jianjun Shi

Abstract In a ship assembly process, a large number of compliant parts are involved. The ratio of the part thickness to the length or the width is typically 0.001–0.012. Fixture design is a critical task in the ship assembly process due to its impact on the deformation and dimensional variation of the compliant parts. In current practice, fixtures are typically uniformly distributed under the part to be assembled, which is non-optimal, and large dimensional gaps may occur during assembly. This paper proposed a methodology for the optimal design of the fixture layout in the ship assembly process by systematically integrating direct stiffness method and simulated annealing algorithm, which aims to minimize dimensional gaps along the assembly interface to further improve the quality and efficiency of seam welding. The case study shows that the proposed method significantly reduced the dimensional gaps of the compliant curved panel parts in a ship assembly process.


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