Testing a prestressed concrete shell subjected to long-term loading and unloading

被引：0

作者：

Radnic, Jure ^{[1
]}

Matesan, Domagoj ^{[1
]}

机构：

[1] Gradevinskoarhitektonski Fak Sveucilista Splitu, Split, Hungary

来源：

GRADEVINAR | 2009年 / 61卷 / 08期

关键词：

prestressed concrete shell; long-term loading; unloading; displacements; deformation of concrete embedding reinforcement and cable; NONLINEAR-ANALYSIS;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Results obtained by testing a cylindrical prestressed concrete shell subjected to long-term loading and unloading are presented. The shell is reinforced with steel fabric in the top and bottom zones, and features different reinforcement areas in two directions, as well as two straight prestressed longitudinal cables. It is attached at angles only and lateral displacements are restrained. Shell displacements, and deformation of concrete in the zone of traditional reinforcement and cables, were measured at several points over one and a half year period following the initial prestressing and loading.

引用

页码：711 / 720

页数：10

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