Cyclic experiments on screwed connections for corrugated steel sheathed CFS shear walls
This study investigates the hysteretic load-displacement behavior of screwed connections in cold-formed steel (CFS) shear walls sheathed with corrugated steel sheathing (CSS) under cyclic loading. The screwed connection performance of corrugated steel sheathed CFS shear walls is governed by a combin...
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| Published in | Journal of constructional steel research Vol. 229; p. 109493 |
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| Main Authors | , , , , |
| Format | Journal Article |
| Language | English |
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01.06.2025
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| Abstract | This study investigates the hysteretic load-displacement behavior of screwed connections in cold-formed steel (CFS) shear walls sheathed with corrugated steel sheathing (CSS) under cyclic loading. The screwed connection performance of corrugated steel sheathed CFS shear walls is governed by a combination of shear and tensile forces, with a particular focus on the hysteretic response perpendicular to the corrugations in this research. The test results revealed that under negative loading, the peak load of specimens increased with sheathing thickness but decreased with higher corrugation rib. Specimens exhibited slight variations in peak load under positive loading, while substantial stiffness differences were observed among those with different sheathing thicknesses and types. Screw spacing and loading method demonstrated negligible influence on hysteretic responses. Additionally, a constitutive hysteresis model was developed based on experimental data for refined numerical simulations of corrugated steel sheathed shear walls. The work is intended to provide critical missing information for the design of framed shear walls with CSS in multi-storey buildings.
•The cyclic experiments on screwed connections for corrugated steel sheathed CFS shear walls were investigated.•Further exploration was conducted into the nonlinear behavior of the screwed connections perpendicular to the corrugations.•A hysteretic constitutive model for the CFS-to-CSS screwed connection was established using Pinching4 material model. |
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| AbstractList | This study investigates the hysteretic load-displacement behavior of screwed connections in cold-formed steel (CFS) shear walls sheathed with corrugated steel sheathing (CSS) under cyclic loading. The screwed connection performance of corrugated steel sheathed CFS shear walls is governed by a combination of shear and tensile forces, with a particular focus on the hysteretic response perpendicular to the corrugations in this research. The test results revealed that under negative loading, the peak load of specimens increased with sheathing thickness but decreased with higher corrugation rib. Specimens exhibited slight variations in peak load under positive loading, while substantial stiffness differences were observed among those with different sheathing thicknesses and types. Screw spacing and loading method demonstrated negligible influence on hysteretic responses. Additionally, a constitutive hysteresis model was developed based on experimental data for refined numerical simulations of corrugated steel sheathed shear walls. The work is intended to provide critical missing information for the design of framed shear walls with CSS in multi-storey buildings.
•The cyclic experiments on screwed connections for corrugated steel sheathed CFS shear walls were investigated.•Further exploration was conducted into the nonlinear behavior of the screwed connections perpendicular to the corrugations.•A hysteretic constitutive model for the CFS-to-CSS screwed connection was established using Pinching4 material model. |
| ArticleNumber | 109493 |
| Author | Yan, Zhao Xiuli, Du Cheng, Yu Shaole, Yu Wenying, Zhang |
| Author_xml | – sequence: 1 givenname: Zhao surname: Yan fullname: Yan, Zhao organization: School of Architecture and Civil Engineering, Xihua University, Chengdu 610039, China – sequence: 2 givenname: Zhang surname: Wenying fullname: Wenying, Zhang email: wenyingchangan@163.com organization: Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China – sequence: 3 givenname: Du surname: Xiuli fullname: Xiuli, Du organization: Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China – sequence: 4 givenname: Yu surname: Shaole fullname: Shaole, Yu organization: China Construction Eighth Engineering Division Co., Ltd., Shanghai 200135, China – sequence: 5 givenname: Yu surname: Cheng fullname: Cheng, Yu organization: Department of Engineering Technology, University of North Texas, Denton TX76207, United States |
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| Keywords | Cyclic testing Hysteresis behavior Cold-formed steel Corrugated steel sheathing Screwed connection |
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| SubjectTerms | Cold-formed steel Corrugated steel sheathing Cyclic testing Hysteresis behavior Screwed connection |
| Title | Cyclic experiments on screwed connections for corrugated steel sheathed CFS shear walls |
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