山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2014年
26期
25-26
,共2页
结构%静力特性%ANSYS分析%应力分析
結構%靜力特性%ANSYS分析%應力分析
결구%정력특성%ANSYS분석%응력분석
structure%static characteristics%ANSYS analysis%stress analysis
介绍了磷石膏空腔模无梁楼盖中柱节点的静力特性，采用实体单元Solid65的有限元模型对磷石膏空腔模无梁楼盖中板柱节点和一般实心厚板板柱节点进行了理论分析，对比得到了磷石膏空腔模无梁楼盖板中柱节点应力，研究表明，磷石膏空腔模无梁楼盖受力性能优于实体厚板板柱结构。
介紹瞭燐石膏空腔模無樑樓蓋中柱節點的靜力特性，採用實體單元Solid65的有限元模型對燐石膏空腔模無樑樓蓋中闆柱節點和一般實心厚闆闆柱節點進行瞭理論分析，對比得到瞭燐石膏空腔模無樑樓蓋闆中柱節點應力，研究錶明，燐石膏空腔模無樑樓蓋受力性能優于實體厚闆闆柱結構。
개소료린석고공강모무량루개중주절점적정력특성，채용실체단원Solid65적유한원모형대린석고공강모무량루개중판주절점화일반실심후판판주절점진행료이론분석，대비득도료린석고공강모무량루개판중주절점응력，연구표명，린석고공강모무량루개수력성능우우실체후판판주결구。
Introduces the phosphorus gypsum empty modes without beam column node static characteristics of the floor. Uses the finite element model of entity elements Solid65 of phosphorus gypsum slab-column system medium plate was empty across between the column and the general solid plate column node through theoretical analysis,contrast phosphorus gypsum empty modes without beam column node stress in the floor plate. Study shows that the phosphorus gypsum slab-column system mechanical performance is superior to the entity was empty across between plate slab-column structure.
