山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2009年
23期
83-84
,共2页
混凝土%碳纤维%钢板%锚固%有限元分析
混凝土%碳纖維%鋼闆%錨固%有限元分析
혼응토%탄섬유%강판%묘고%유한원분석
concrete%carbon fiber%steel plate%anchor%finite element analysis
以梁柱角节点为例,在梁端顶部碳纤维锚固段粘贴钢板,并向外延伸在转角处向柱旋转90°包裹混凝土,并在适当位置设置钢箍或螺栓,用有限元对其进行了分析,比较了钢板厚度,钢板有无转角,锚栓位置等情况对锚固性能的影响,并给出了一些建议.
以樑柱角節點為例,在樑耑頂部碳纖維錨固段粘貼鋼闆,併嚮外延伸在轉角處嚮柱鏇轉90°包裹混凝土,併在適噹位置設置鋼箍或螺栓,用有限元對其進行瞭分析,比較瞭鋼闆厚度,鋼闆有無轉角,錨栓位置等情況對錨固性能的影響,併給齣瞭一些建議.
이량주각절점위례,재량단정부탄섬유묘고단점첩강판,병향외연신재전각처향주선전90°포과혼응토,병재괄당위치설치강고혹라전,용유한원대기진행료분석,비교료강판후도,강판유무전각,묘전위치등정황대묘고성능적영향,병급출료일사건의.
Taking the beam-column angle node as example, the author pastes steel plate on the carbon fiber anchorage section of the beam-col-umn top, prolongs to outside and parcels concrete rotating 90 degree to the column on the comer, and sets steel hoop or bolt on suitable place, gets analysis based on the finite element, compares the influences of factors on anchor performance, such as the thickness of the steel plate, steel plate angle and anchor place, and provides some suggestion.
