潍坊学院学报
濰坊學院學報
유방학원학보
JOURNAL OF WEIFANG UNIVERSITY
2011年
6期
136-138
,共3页
柱腹板%横向荷载%薄膜法%极限承载力
柱腹闆%橫嚮荷載%薄膜法%極限承載力
주복판%횡향하재%박막법%겁한승재력
column webs%transversely loaded%membrane method%ultimate strength
利用ANSYS程序对钢柱腹板连接节点进行有限元分析，建立柱腹板连接节点的分析模型，并对其应力分布进行了详细分析。基于弹性理论和屈服线模型建立了薄膜法计算模型，推导出柱腹板在横向荷载作用下承载力的计算公式。
利用ANSYS程序對鋼柱腹闆連接節點進行有限元分析，建立柱腹闆連接節點的分析模型，併對其應力分佈進行瞭詳細分析。基于彈性理論和屈服線模型建立瞭薄膜法計算模型，推導齣柱腹闆在橫嚮荷載作用下承載力的計算公式。
이용ANSYS정서대강주복판련접절점진행유한원분석，건립주복판련접절점적분석모형，병대기응력분포진행료상세분석。기우탄성이론화굴복선모형건립료박막법계산모형，추도출주복판재횡향하재작용하승재력적계산공식。
Finite element analyses of column webs subjected to loads delivered by plates parallel to the column flanges and centered on the web were performed using he ANSYS program. Based on finite element analyses, analyzing models are developed respectively for column webs. And the stress distribution was analyzed in detail. Based on elastic beam or plate theory, or on plastic plate （yield line）theory, a membrane method have been shown according to non--linear membrane action has been developed. A equation is developed to describe the transversely loaded webs.
