Zobrazeno 1 - 6
of 6
pro vyhledávání: '"破坏机理"'
Autor:
Sabri Sabri, Zahrul Fuadi, Rudi Kurniawan, Samsul Rizal, Hiroomi Homma, Hiroyuki Kosukegawa, Toshiyuki Takagi, Hiroyuki Miki
Publikováno v:
Journal of Natural Fibers, Vol 19, Iss 14, Pp 8796-8810 (2022)
A novel experiment device was employed to investigate the tensile strength and fracture mechanism of single abaca fibers. Twenty specimens of untreated single fibers with a gauge length of 30 mm were subjected to tensile force with a loading rate of
Externí odkaz:
https://doaj.org/article/b9bb5bf5b96e40ba814a8a3c85cff05f
Publikováno v:
Jianzhu Gangjiegou Jinzhan, Vol 24, Pp 19-27 (2022)
为研究装配式偏心支撑钢框架在地震作用下的抗震性能与破坏机理，对两种1层单跨的剪切屈服型装配式偏心支撑钢框架进行了拟静力试验，分别从两种框架的斜撑构造以及可替换能力两方面
Externí odkaz:
https://doaj.org/article/4424182b97a94a0cb67cd877b491da6f
Publikováno v:
Jianzhu Gangjiegou Jinzhan, Vol 24, Pp 29-39 (2022)
为了研究腹板开椭圆孔耗能支撑的滞回性能，进行了3个支撑试件的低周往复加载试验，研究支撑长细比和耗能腹板长度对这种支撑耗能能力和滞回性能的影响，得到试件的滞回曲线、骨架曲
Externí odkaz:
https://doaj.org/article/7cdea9aa50be46c4aea04f2bbadabbe7
Publikováno v:
Jianzhu Gangjiegou Jinzhan, Pp 97-104 (2021)
为了研究端板型冷弯薄壁钢管混凝土框架连接节点的滞回性能,进行了4个节点试件的低周反复加载试验,研究了不同端板类型和钢管厚度下,连接节点试件的破坏形式、弯矩-转角关系、骨架曲
Externí odkaz:
https://doaj.org/article/46e62610699340cdb1f1776f98cf544e
Publikováno v:
Jianzhu Gangjiegou Jinzhan, Pp 105-113 (2020)
为了利用最小的计算代价得到钢结构外伸端板节点准确的局部分析结果和钢结构停车库的整体结构性能,引入了基于8节点六面体单元界面约束方程的多尺度有限元计算方法,从而使精细的微观
Externí odkaz:
https://doaj.org/article/2d47d8d30bd947d1ac3a71effbbe8f46
Publikováno v:
Jianzhu Gangjiegou Jinzhan, Pp 72-77 (2017)
为了研究CCA板填充墙钢框架的受力性能和破坏机理,利用有限元软件ABAQUS对CCA板填充墙钢框架试件,设置两条中间竖缝的CCA板填充墙钢框架试件,设置两条边缝的X形CCA板填充墙钢框架试件和纯钢
Externí odkaz:
https://doaj.org/article/19809a3987a94c0c8b43597308d4bd61