摘要
分析当前钢筋混凝土楼板出现早期裂缝的原因 ,提出钢筋混凝土楼板早期开裂的计算模型 ,并通过算例 ,详细阐述了钢筋混凝土楼板早期开裂的计算过程 .文中还将本文提出的计算方法与有限元方法进行比较 ,阐述防止钢筋混凝土楼板开裂的措施 ,并指出这一领域须进一步研究的一些内容 .
This paper analyzed the reasons of early age cracking of reinforced concrete floor, and proposed the calculation model of early age cracking of reinforced concrete floor. Solution process of early age cracking of reinforced concrete floor was described in detail through a calculation example. Comparison between the method provided in this paper and the finite element analysis method was conducted. Measures were discussed when the early cracking appeared. The further research contents needed were indicated in this paper.
出处
《福州大学学报(自然科学版)》
CAS
CSCD
2002年第3期354-357,共4页
Journal of Fuzhou University(Natural Science Edition)
基金
福建省科技三项基金资助项目 (K2 0 0 0 5 )