Behavior of Double Skin Composite Shear Wall with Different Faceplate Configuration towards Cyclic Loading
Double skin composite (DSC) shear wall is composed of two exterior steel faceplate connected to each other by connectors and infilled with concrete. In terms of axial and lateral strengths, stiffness, ductility, and energy dissipation capacity, DSC wall performs better than standard Reinforced C...
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| Format: | Article |
| Language: | English |
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Universitas Indonesia
2024-12-01
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| Series: | International Journal of Technology |
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| Online Access: | https://ijtech.eng.ui.ac.id/article/view/7324 |
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| author | Asha Joseph Aiswarya Dhruvan K.S Anandh Musa Adamu Yasser E. Ibrahim |
| author_facet | Asha Joseph Aiswarya Dhruvan K.S Anandh Musa Adamu Yasser E. Ibrahim |
| author_sort | Asha Joseph |
| collection | DOAJ |
| description | Double
skin composite (DSC) shear wall is composed of two exterior steel faceplate
connected to each other by connectors and infilled with concrete. In terms of
axial and lateral strengths, stiffness, ductility, and energy dissipation
capacity, DSC wall performs better than standard Reinforced Concrete (RC).
There are two patterns DSC faceplate of DSC, namely flat and corrugated which
offers significantly higher out-of-plane bending stiffness. Therefore, this
study aimed to explore the effect of faceplate configuration on cyclic behavior
of DSC shear wall. Comparison was made regarding the patterns of faceplate
including trapezoidal, zig-zag, and curved profiles with flat. This was
followed by finite element analysis with ANSYS software to investigate the
response of DSC towards cyclic loading. The results showed that among the four
profiles, trapezoidal profiles had better energy dissipation and ductility
ratio. Trapezoidal pattern offered several advantages in the manufacturing
field, including better contact between concrete and good aesthetic appearance.
Energy dissipation of DSC wall with trapezoidal faceplate was found to be
37.57%, 23%, and 42.66% more than zigzag, curve, and flat, respectively. There
was a reduction in stress by providing corrugated profiles, where the maximum
of 54.3% was induced in DSC wall with flat faceplate compared to trapezoidal.
This showed that optimizing faceplate configuration further increased the
benefits of DSC wall, offering a robust option for seismic design. |
| format | Article |
| id | doaj-art-0c4f3d2182df487bbe34b3404960dfe9 |
| institution | DOAJ |
| issn | 2086-9614 2087-2100 |
| language | English |
| publishDate | 2024-12-01 |
| publisher | Universitas Indonesia |
| record_format | Article |
| series | International Journal of Technology |
| spelling | doaj-art-0c4f3d2182df487bbe34b3404960dfe92025-08-20T02:39:59ZengUniversitas IndonesiaInternational Journal of Technology2086-96142087-21002024-12-011561632164310.14716/ijtech.v15i6.73247324Behavior of Double Skin Composite Shear Wall with Different Faceplate Configuration towards Cyclic LoadingAsha Joseph0Aiswarya Dhruvan1K.S Anandh2Musa Adamu3Yasser E. Ibrahim4Department of Civil Engineering, Federal Institute of Science and Technology, Angamaly, 683577, Kerala, IndiaDepartment of Civil Engineering, Federal Institute of Science and Technology, Angamaly, 683577, Kerala, IndiaDepartment of Civil Engineering, Faculty of Engineering and Technology, SRM Institute of Science and Technology, Kattankulathur 603203, Tamil Nadu, India1. Engineering Management Department, College of Engineering, Prince Sultan University, 11586, Riyadh, Saudi Arabia 2. Structures and Materials Research Laboratory, College of Engineering, Prince Sul1. Engineering Management Department, College of Engineering, Prince Sultan University, 11586, Riyadh, Saudi Arabia 2. Structures and Materials Research Laboratory, College of Engineering, Prince SulDouble skin composite (DSC) shear wall is composed of two exterior steel faceplate connected to each other by connectors and infilled with concrete. In terms of axial and lateral strengths, stiffness, ductility, and energy dissipation capacity, DSC wall performs better than standard Reinforced Concrete (RC). There are two patterns DSC faceplate of DSC, namely flat and corrugated which offers significantly higher out-of-plane bending stiffness. Therefore, this study aimed to explore the effect of faceplate configuration on cyclic behavior of DSC shear wall. Comparison was made regarding the patterns of faceplate including trapezoidal, zig-zag, and curved profiles with flat. This was followed by finite element analysis with ANSYS software to investigate the response of DSC towards cyclic loading. The results showed that among the four profiles, trapezoidal profiles had better energy dissipation and ductility ratio. Trapezoidal pattern offered several advantages in the manufacturing field, including better contact between concrete and good aesthetic appearance. Energy dissipation of DSC wall with trapezoidal faceplate was found to be 37.57%, 23%, and 42.66% more than zigzag, curve, and flat, respectively. There was a reduction in stress by providing corrugated profiles, where the maximum of 54.3% was induced in DSC wall with flat faceplate compared to trapezoidal. This showed that optimizing faceplate configuration further increased the benefits of DSC wall, offering a robust option for seismic design.https://ijtech.eng.ui.ac.id/article/view/7324cyclic loadingenergy dissipationdouble skin composite wallfinite element analysisfaceplate configuration |
| spellingShingle | Asha Joseph Aiswarya Dhruvan K.S Anandh Musa Adamu Yasser E. Ibrahim Behavior of Double Skin Composite Shear Wall with Different Faceplate Configuration towards Cyclic Loading International Journal of Technology cyclic loading energy dissipation double skin composite wall finite element analysis faceplate configuration |
| title | Behavior of Double Skin Composite Shear Wall with Different Faceplate Configuration towards Cyclic Loading |
| title_full | Behavior of Double Skin Composite Shear Wall with Different Faceplate Configuration towards Cyclic Loading |
| title_fullStr | Behavior of Double Skin Composite Shear Wall with Different Faceplate Configuration towards Cyclic Loading |
| title_full_unstemmed | Behavior of Double Skin Composite Shear Wall with Different Faceplate Configuration towards Cyclic Loading |
| title_short | Behavior of Double Skin Composite Shear Wall with Different Faceplate Configuration towards Cyclic Loading |
| title_sort | behavior of double skin composite shear wall with different faceplate configuration towards cyclic loading |
| topic | cyclic loading energy dissipation double skin composite wall finite element analysis faceplate configuration |
| url | https://ijtech.eng.ui.ac.id/article/view/7324 |
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