为完善张应力退火感生磁各向异性的结构机理,采用阶段张应力退火(tensile stress annealing at different phases,TSADP)方法制备了系列Fe_(73.5)Cu_1 Nb_3 Si_(13.5)B_9纳米晶合金带,使用HP4294A型阻抗仪和P47H型原子力显微镜(atomic f...为完善张应力退火感生磁各向异性的结构机理,采用阶段张应力退火(tensile stress annealing at different phases,TSADP)方法制备了系列Fe_(73.5)Cu_1 Nb_3 Si_(13.5)B_9纳米晶合金带,使用HP4294A型阻抗仪和P47H型原子力显微镜(atomic force microscope,AFM)分别检测了样品的纵向驱动巨磁阻抗(longitudinal driven giant magnetoimpedance,LDGMI)效应及全程张应力退火样品(S_5)横断面介观结构和磁结构.结果表明:保温阶段加载张应力退火样品(S_3)中感生的横向磁各向异性(H_k)最大;横断面有与外加张应力方向成一定夹角α(0°≤α≤90°)的颗粒团聚现象存在且其磁结构为片状畴.并提出了阶段张应力退火颗粒团聚模型,认为阶段张应力退火感生横向磁各向异性可能起源于参与方向性团聚颗粒间的磁交换耦合效应.展开更多
The formwork and falsework in the construction of twin ribbed slab decks on a multi-span ecological bridge for a dual carriageway are presented. The bridge is situated in a valley plain which is crossed by small river...The formwork and falsework in the construction of twin ribbed slab decks on a multi-span ecological bridge for a dual carriageway are presented. The bridge is situated in a valley plain which is crossed by small rivers and was designed principally with the environment in mind. The bridge length is over 356 m, and the width of the decks is 11.5 m. For the bridge works, a simple conventional falsework system was chosen with steel frames for the supports and steel rolled beams for the decks. The formwork was constructed in solid timber and plywood as multiple-use panels. The falsework was designed in order to build the two 10-span bridge decks in stages. The decks are continuous cast-in-situ prestressed concrete twin rib with spans of 30 m, 34 m and 45 m. An individual falsework system was designed, which was easy to move transversally following completion of each stage for one deck. After finishing each stage, for the second deck, the falsework was dismantled and used again in the next construction fronts. An individual arrangement for the falsework along with timber pilings was used to cross the biggest river. The formwork timber panels were used several times in the multistage bridge construction. The adopted falsework system is very simple, but it allowed the speedy construction of the two decks where there were severe time constraints.展开更多
文摘为完善张应力退火感生磁各向异性的结构机理,采用阶段张应力退火(tensile stress annealing at different phases,TSADP)方法制备了系列Fe_(73.5)Cu_1 Nb_3 Si_(13.5)B_9纳米晶合金带,使用HP4294A型阻抗仪和P47H型原子力显微镜(atomic force microscope,AFM)分别检测了样品的纵向驱动巨磁阻抗(longitudinal driven giant magnetoimpedance,LDGMI)效应及全程张应力退火样品(S_5)横断面介观结构和磁结构.结果表明:保温阶段加载张应力退火样品(S_3)中感生的横向磁各向异性(H_k)最大;横断面有与外加张应力方向成一定夹角α(0°≤α≤90°)的颗粒团聚现象存在且其磁结构为片状畴.并提出了阶段张应力退火颗粒团聚模型,认为阶段张应力退火感生横向磁各向异性可能起源于参与方向性团聚颗粒间的磁交换耦合效应.
文摘The formwork and falsework in the construction of twin ribbed slab decks on a multi-span ecological bridge for a dual carriageway are presented. The bridge is situated in a valley plain which is crossed by small rivers and was designed principally with the environment in mind. The bridge length is over 356 m, and the width of the decks is 11.5 m. For the bridge works, a simple conventional falsework system was chosen with steel frames for the supports and steel rolled beams for the decks. The formwork was constructed in solid timber and plywood as multiple-use panels. The falsework was designed in order to build the two 10-span bridge decks in stages. The decks are continuous cast-in-situ prestressed concrete twin rib with spans of 30 m, 34 m and 45 m. An individual falsework system was designed, which was easy to move transversally following completion of each stage for one deck. After finishing each stage, for the second deck, the falsework was dismantled and used again in the next construction fronts. An individual arrangement for the falsework along with timber pilings was used to cross the biggest river. The formwork timber panels were used several times in the multistage bridge construction. The adopted falsework system is very simple, but it allowed the speedy construction of the two decks where there were severe time constraints.
文摘结合深圳地铁8号线工程,研究小间距地铁隧道上穿施工对既有结构影响并进行安全性评价.通过两阶段应力法,基于Mindlin解求取新建隧道施工对既有隧道产生的附加应力场,并将数值模拟结果与解析解对比,得出以下研究结论:新建隧道施工时,其附加应力主要集中于隧道交叉叠落点正下方2倍洞距的既有隧道区域,沿既有隧道轴线方向近似服从高斯分布.新建地铁隧道在交叉段引起既有隧道沉降最大位置位于拱顶,值为2.73mm;最大隆起位置位于拱底,值为1.93 mm.
