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Keywords = perforated thin box

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17 pages, 7731 KB  
Article
Bond-Slip Behavior Between C-Shaped Steel and Foamed Concrete in CTS Composite Structural Members
by Haitao Chen, Yishun Wang, Zhifeng Xu, Fengwei Shi, Haifeng Lv, Yaoyong Zhang and Yanze Sun
Buildings 2024, 14(12), 3751; https://doi.org/10.3390/buildings14123751 - 25 Nov 2024
Cited by 1 | Viewed by 947
Abstract
The bond-slip behavior between cold-formed thin-walled steel (CTS) and foamed concrete (FC) is a critical issue in the mechanical performance of FC-filled CTS composite wall structures. Thus, this study provides experimental and theoretical research on the bond-slip behavior between CTS and FC. A [...] Read more.
The bond-slip behavior between cold-formed thin-walled steel (CTS) and foamed concrete (FC) is a critical issue in the mechanical performance of FC-filled CTS composite wall structures. Thus, this study provides experimental and theoretical research on the bond-slip behavior between CTS and FC. A total of eleven specimens were tested using push-out configurations, considering the number of web holes, foamed concrete (FC) strength, anchorage length, and CTS section splice form. A constitutive model for bond-slip was proposed, and the regression formulas for accurately predicting the characteristic bond strength between CTS and foamed concrete were established. A finite element model was developed to investigate the bond-slip mechanism at the interface between CTS and FC. The bond-slip constitutive model accurately fits the experimental and finite element results. The results indicate that the ultimate bond strength of the specimens increases with the number of web holes; when the number of web holes reaches two, the ultimate bond strength is 155.4% of that of the non-perforated specimens. As the concrete strength increases from 3.43 MPa to 11.26 MPa, the ultimate bond strength of specimens with two web holes improves by 23.1%, while non-perforated specimens have a 54.7% enhancement. When the anchorage length is extended from 200 mm to 400 mm, the ultimate bond strength decreases by 29.3%. Additionally, when steel sections are joined in a double-span I form, the bond strength increases by 91.6% and 95.8% compared to the single-span form and the double-span box form, respectively. Full article
(This article belongs to the Section Building Structures)
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10 pages, 1379 KB  
Communication
Solving Noise Pollution Issue Using Plenum Window with Perforated Thin Box
by Hsiao Mun Lee, Andi Haris, Kian Meng Lim, Jinlong Xie and Heow Pueh Lee
Crystals 2020, 10(7), 614; https://doi.org/10.3390/cryst10070614 - 14 Jul 2020
Cited by 6 | Viewed by 3810
Abstract
In the present study, a conventional plenum window was incorporated with perforated thin box in order to enhance its performance at frequency range which centralized at 1000 Hz as most of the common noise sources at city nowadays are centralizing around this frequency. [...] Read more.
In the present study, a conventional plenum window was incorporated with perforated thin box in order to enhance its performance at frequency range which centralized at 1000 Hz as most of the common noise sources at city nowadays are centralizing around this frequency. The entire studies were conducted in a reverberation room. The effectiveness of jagged flap on mitigating diffracted sound was also studied. Three types of noises were examined in the current study—white noise, traffic noise and construction noises. The experimental results showed that the plenum window with perforated thin box could reduce 8.4 dBA, 8.7 dBA and 6.9 dBA of white, traffic and construction noises, respectively. The jagged flaps did not have significant effect on the plenum window’s noise mitigation performance. When frequencies were ranging from 800 Hz to 1250 Hz, when compared with the case of without perforated thin box, it was found that the perforated thin box had good acoustic performance where it was able to reduce additional 1.6 dBA, 1.6 dBA and 1.2 dBA of white, construction and traffic noises, respectively. Full article
(This article belongs to the Special Issue Recent Advances in Phononic Crystals and Acoustic Metamaterials)
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