- 摘 要
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（1 中南建筑設計院股份有限公司， 武漢 430071； 2 清華大學土木工程系，北京 100084；3 浙江大學空間結(jié)構(gòu)研究中心， 杭州 310058）
［摘要］鑄鋼節(jié)點被用于中國動漫博物館的鋼網(wǎng)格筒結(jié)構(gòu)體系和復雜節(jié)點連接。采用有限元分析和足尺試驗相結(jié)合的方法分析鑄鋼節(jié)點的受力性能。有限元分析通過數(shù)值分析方法揭示了節(jié)點的應力分布規(guī)律。在1.3倍設計荷載作用下，足尺試驗結(jié)果與有限元結(jié)果吻合良好。根據(jù)有限元分析和試驗結(jié)果，優(yōu)化節(jié)點設計。在設計荷載作用下鑄鋼節(jié)點處于彈性工作狀態(tài)。節(jié)點極限承載力大于3倍設計荷載。
［關鍵詞］中國動漫博物館； 鋼網(wǎng)格筒； 鑄鋼節(jié)點； 有限元分析； 試驗研究； 極限承載力
中圖分類號：TU318文獻標識碼：A文章編號：1002-848X(2020)08-0120-07
Analysis and research on complex cast steel joints of China Comic & Animation Museum
ZHANG Wei1, LI Ting1, XU Min1, AO Xiaoqin1, GUO Yanlin2, ZHU Boli2, LUO Yaozhi3
(1 Central-South Architectural Design Institute Co., Ltd.， Wuhan 430071， China；2 Department of Civil Engineering， Tsinghua University， Beijing 100084， China；3 Institute of Spatial Structure， Zhejiang University, Hangzhou 310058， China)
Abstract:Cast steel joints are used in the steel grid tube structural system and the connection of complex joints of China Comic & Animation Museum. Finite element method analysis and full-scale experiment were used to analyze the mechanical properties of cast steel joints. The finite element method analysis revealed the stress distribution law of the joint through the numerical analysis method. Under the action of 1.3 times design load, the full-scale experimental results were in good agreement with the finite element method results. According to the finite element method analysis and experimental results, the joint design was optimized. Under the action of design loads, the cast steel joint was in elastic working state. The ultimate bearing capacity of the joint was more than 3 times of the design load.
Keywords:China Comic & Animation Museum； steel grid tube structure; cast steel joint; finite element method analysis; experimental study; ultimate bearing capacity
作者簡介：張衛(wèi)，碩士，高級工程師，Email:44468151@qq.com。
