摘要
本文介绍了磷石膏空腔模无梁楼盖中柱节点的应力分布情况。研究表明,磷石膏空腔模无梁楼盖板柱节点以柱为中心,柱边板带受力较大,但没有明显的突变,受力比较均匀,从柱边向跨中,力逐渐减小。
The paper introduces the phosphorus gypsum slab-column system node in the column which was empty modes of stress distribution. Research showed that the phosphorus gypsum empty anti cross between fiat slab floor plate column nodes on column, column plate with more stress, but no obvious mutation, stress is evener, from one column to cross, force decreases.
出处
《黑龙江科学》
2014年第9期12-13,共2页
Heilongjiang Science
关键词
磷石膏空腔模无梁楼盖中柱节点
ANSYS分析
应力分析
Phosphorus gypsum empty anti cross between flat slab floor plate column nodes
ANSYS analysis
stress analysis
