hysteretic behavior
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2022 ◽  
Vol 252 ◽  
pp. 113729
Author(s):  
Zhongqi Chen ◽  
Guo-Qiang Li ◽  
Mark A. Bradford ◽  
Yan-Bo Wang ◽  
Chenhui Zhang ◽  
...  

Materials ◽  
2022 ◽  
Vol 15 (2) ◽  
pp. 592
Author(s):  
Siyun Kim ◽  
Sung Jig Kim ◽  
Chunho Chang

The paper investigates the seismic performance of rectangular RC columns retrofitted by a newly developed 3D Textile Reinforced Mortar (TRM) panel. The 3D-TRM used in this study consists of two components: self-leveling mortar and 3D textiles. Firstly, the flexural capacity of the 3D-TRM panel was investigated through the four-point flexural test. Secondly, a total of five specimens were constructed and experimentally investigated through static cyclic loading tests with constant axial load. One specimen was a non-seismically designed column without any retrofit, while the others were strengthened with either the 3D-TRM panel or conventional Fiber Reinforced Polymer (FRP) sheets. Experimental results in terms of hysteretic behavior, ductility ratio, and energy dissipation are investigated and compared with the cases of specimens with conventional retrofitting methods and without any retrofit. The maximum lateral force, ductility, stiffness degradation, and energy dissipation of RC columns with 3D-TRM panels were significantly improved compared with the conventional RC column. Therefore, it is concluded that the proposed retrofitting method can improve the seismic performance of non-conforming RC columns.


Buildings ◽  
2022 ◽  
Vol 12 (1) ◽  
pp. 67
Author(s):  
Young-Chan Kim ◽  
Seyed Javad Mortazavi ◽  
Alireza Farzampour ◽  
Jong-Wan Hu ◽  
Iman Mansouri ◽  
...  

Structural curved metal dampers are implemented in various applications to mitigate the damages at a specific area efficiently. A stable and saturated hysteretic behavior for the in-plane direction is dependent on the shape of a curved-shaped damper. However, it has been experimentally shown that the hysteretic behavior in the conventional curved-shaped damper is unstable, mainly as a result of bi-directional deformations. Therefore, it is necessary to conduct shape optimization for curved dampers to enhance their hysteretic behavior and energy dissipation capability. In this study, the finite element (FE) model built in ABAQUS, is utilized to obtain optimal shape for the curved-shaped damper. The effectiveness of the model is checked by comparisons of the FE model and experimental results. The parameters for the optimization include the curved length and shape of the damper, and the improved approach is conducted by investigating the curved sections. In addition, the design parameters are represented by B-spline curves (to ensure enhanced system performance), regression analysis is implemented to derive optimization formulations considering energy dissipation, constitutive material model, and cumulative plastic strain. Results determine that the energy dissipation capacity of the curved steel damper could be improved by 32% using shape optimization techniques compared to the conventional dampers. Ultimately, the study proposes simple optimal shapes for further implementations in practical designs.


2022 ◽  
Vol 243 ◽  
pp. 110302
Author(s):  
Jie Zhang ◽  
Bofeng Liang ◽  
Yanze Deng ◽  
Qingbing Dong

Structures ◽  
2022 ◽  
Vol 35 ◽  
pp. 421-435
Author(s):  
Ran Feng ◽  
Jingzhou Zhang ◽  
Yanwen Li ◽  
Ji-Hua Zhu

Author(s):  
Anton Weissbach ◽  
Lukas M. Bongartz ◽  
Matteo Cucchi ◽  
Hsin Tseng ◽  
Karl Leo ◽  
...  

Entirely photopatternable solid organic electrochemical transistors were fabricated and their excellent performance and pronounced hysteretic behavior studied in detail.


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