钢结构
鋼結構
강결구
STEEL CONSTRUCTION
2001年
2期
42-44
,共3页
王庆利%曹平周%徐成章%蒋力
王慶利%曹平週%徐成章%蔣力
왕경리%조평주%서성장%장력
蜂窝梁腹板%纯弯状态%局部稳定%高厚比%最小弯曲刚度
蜂窩樑腹闆%純彎狀態%跼部穩定%高厚比%最小彎麯剛度
봉와량복판%순만상태%국부은정%고후비%최소만곡강도
web of castellated beams pure bending condition localstability depth-thickness ratio minimum bending rigidity
针对国内尚无有关蜂窝构件的规范或标准可以执行的实际情况,进行了蜂窝梁腹板在纯弯状态下的稳定问题研究.基于薄板的弹性稳定理论,建立了孔口处腹板和孔间处度板的计算模型;应用能量法,得出了板的稳定方程,确定了板的高厚比限值和最小弯曲刚度,可供有关设计参考.
針對國內尚無有關蜂窩構件的規範或標準可以執行的實際情況,進行瞭蜂窩樑腹闆在純彎狀態下的穩定問題研究.基于薄闆的彈性穩定理論,建立瞭孔口處腹闆和孔間處度闆的計算模型;應用能量法,得齣瞭闆的穩定方程,確定瞭闆的高厚比限值和最小彎麯剛度,可供有關設計參攷.
침대국내상무유관봉와구건적규범혹표준가이집행적실제정황,진행료봉와량복판재순만상태하적은정문제연구.기우박판적탄성은정이론,건립료공구처복판화공간처도판적계산모형;응용능량법,득출료판적은정방정,학정료판적고후비한치화최소만곡강도,가공유관설계삼고.
As there is no criterion or standard about castellated member athome, study of the web stability of castellated be ams under pure bending condition is carried out. Based on elastic stability theory of thin plate, the calculation model of web between opening and web above opening of castellated beams are formulated Using energy method, the stability equations are deduced, and the depth-thickness ratio and minimun bending rigidity are decided These can be consulted by designs.