Research on compression failure and size effect in high strength eccentric reinforced concrete column - 文章详情页

作者：

Mabang, Cedrick Mbang Matamb (Mabang, Cedrick Mbang Matamb.) | Du, Xiuli (Du, Xiuli.) (学者：杜修力) | Zhang, Jianwei (Zhang, Jianwei.) (学者：张建伟)

收录：

EI Scopus

摘要：

This　test　was　investigated　on　the　compression　failure　in　eccentric　reinforced　concrete　square　cross-section.　In　total　twelve　different　scale　specimens　were　eccentrically　compressed　with　size　of:　200×200mm;　400×400mm;　800×800mm.　specimens　were　divided　into　3　groups　with　4　each.　Only　six　columns　have　been　investigated　in　this　paper　thus　a　column　by　eccentricity.　The　main　point　were　based　on　the　existence　of　size　effect　phenomenon　on　cross-section　components　collapsed　with　different　sizes　to　the　ultimate　bearing　capacity　and　the　cross-section　strain,　ductility,　deflection,　and　other　failure　characteristics.　Analysis　of　the　experimental　data＇s　showed　that　the　size　effect　phenomenon　exists.　©　(2012)　Trans　Tech　Publications,　Switzerland.

关键词：

Reinforced concrete Civil engineering Size determination Concrete construction

作者机构：

[ 1 ] [Mabang, Cedrick Mbang Matamb]Beijing University of Technology, College of architecture and Civil Engineering, Beijing 100124, China
[ 2 ] [Du, Xiuli]Beijing University of Technology, College of architecture and Civil Engineering, Beijing 100124, China
[ 3 ] [Zhang, Jianwei]Beijing University of Technology, College of architecture and Civil Engineering, Beijing 100124, China

通讯作者信息：

电子邮件地址：

cedmbangu@yahoo.fr

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