Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Study on seismic performance of nanometakaolin-reinforced fluororubber sector damper (NFSD)
Abstract In order to improve the mechanical performance of the core energy-dissipating material of the viscoelastic damper, a novel Nanometakaolin-reinforced Fluororubber Sector Damper (NFSD) is proposed for providing a strong guarantee for the seismic safety of the structure joints subjected to seismic earthquake. Firstly, in order to systematically study the shock absorption performance of NFSD, the core energy dissipation material(nano metakaolin reinforced fluororubber composite) of NFSD is prepared by melt blending method, and the vulcanization performance and microscopic mechanism of the nano composite are analyzed by vulcanization test and X-ray diffraction test. Secondly, the nanocomposite material is used as the core energy dissipation material, and NFSD based on nano reinforced fluororubber is proposed. Finally, the dynamic characteristics of NFSD and the structural seismic performance of NFSD controlled reinforced concrete (RC) frames are studied using refined finite element simulation methods. The research results indicate that 20 phr NMK increase the maximum torque MH of FKM by 20 %, while also shortening the scorching time t10 by 0.28 min. It means greatly improving the vulcanization performance of FKM. Compared to uncontrolled structures, NFSD reduces the peak displacement, interstory displacement angle, and maximum vertex acceleration of the 4-story RC structure by 16.2 %−67.4 %, 12.4 %−64.6 %, and 16.8 %−43 %, respectively. NFSD possesses excellent seismic absorption performance.
Highlights The nano metakaolin reinforced fluororubber compositeswas prepared by melt blending method. The vulcanization performance and microscopic mechanism of the nanocomposites were analyzed by vulcanization test and X-ray diffraction test. The dynamic characteristics of the NFSD were investigated. The structural seismic performance of NFSD controlled reinforced concrete (RC) frames were achieved by using refined finite element simulation methods.
Study on seismic performance of nanometakaolin-reinforced fluororubber sector damper (NFSD)
Abstract In order to improve the mechanical performance of the core energy-dissipating material of the viscoelastic damper, a novel Nanometakaolin-reinforced Fluororubber Sector Damper (NFSD) is proposed for providing a strong guarantee for the seismic safety of the structure joints subjected to seismic earthquake. Firstly, in order to systematically study the shock absorption performance of NFSD, the core energy dissipation material(nano metakaolin reinforced fluororubber composite) of NFSD is prepared by melt blending method, and the vulcanization performance and microscopic mechanism of the nano composite are analyzed by vulcanization test and X-ray diffraction test. Secondly, the nanocomposite material is used as the core energy dissipation material, and NFSD based on nano reinforced fluororubber is proposed. Finally, the dynamic characteristics of NFSD and the structural seismic performance of NFSD controlled reinforced concrete (RC) frames are studied using refined finite element simulation methods. The research results indicate that 20 phr NMK increase the maximum torque MH of FKM by 20 %, while also shortening the scorching time t10 by 0.28 min. It means greatly improving the vulcanization performance of FKM. Compared to uncontrolled structures, NFSD reduces the peak displacement, interstory displacement angle, and maximum vertex acceleration of the 4-story RC structure by 16.2 %−67.4 %, 12.4 %−64.6 %, and 16.8 %−43 %, respectively. NFSD possesses excellent seismic absorption performance.
Highlights The nano metakaolin reinforced fluororubber compositeswas prepared by melt blending method. The vulcanization performance and microscopic mechanism of the nanocomposites were analyzed by vulcanization test and X-ray diffraction test. The dynamic characteristics of the NFSD were investigated. The structural seismic performance of NFSD controlled reinforced concrete (RC) frames were achieved by using refined finite element simulation methods.
Study on seismic performance of nanometakaolin-reinforced fluororubber sector damper (NFSD)
Xu, Junhong (Autor:in) / Sun, Dongbing (Autor:in) / Wang, Hao (Autor:in) / Zhu, Zheyu (Autor:in) / Li, Qian (Autor:in) / Li, Aiqun (Autor:in)
Engineering Structures ; 302
23.11.2023
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
| British Library Online Contents | 2009