检索结果-南通市图书馆

Hybrid flexural components： Testing pre-stressed steel and GIFRP bars together as reinforcement for flexural members

引用

Frontiers of Structural and Civil Engineering 2018年第3期12卷 352-360页

作者： Mohammed FARUQI Oved I. MATA francisco aguiniga Department of Civil and Architectural Engineering Texas A&M University Kingsville TX 77843 USA

Concrete members historically have used either pre-stressed steel or steel bars. In recent years there has been an increased interest in the use of fiber reinforced polymer （FRP） materials. However, the flexure behavior of a hybrid system reinforced by the combination of pre-stressed steel and glass fiber reinforced （GFRP） is still relatively unknown. The purpose of this work is to study this. Two slabs of 100 and 150-millimeter thickness, with a span of 2.1 m reinforced with both pre-stressing steel and GFRP were constructed and tested to failure using ACI 318-11 and ACI 440.1 R-15. The concrete had strength of 31 MPa and the slabs were respectively reinforced with 5#4 bars and 3#5 bars. Each slab had 37.41 mm2 prestressing wire with a failure stress of 1722.5 MPa. The experimental flexural strength and deflection of slabs were compared with their respective sizes theoretical slabs. The theoretical slabs were either reinforced with pre-stressed steel or GFRP rebars, or a hybrid system. It was found that the hybrid system produces better results.

关键词： Partial pre-stressing composite structures GFRP bars

来源：

维普期刊数据库评论

在线全文

维普期刊数据库

学校读者我要写书评

暂无评论

Retraction Note to:An improved design method to predict the E-modulus and strength of FRP composites at different temperatures

引用

Frontiers of Structural and Civil Engineering 2022年第12期16卷 1654-1654页

作者： Mohammed FARUQI Gobishanker RAJASKANTHAN Breanna BAILEY francisco aguiniga Department of Civil and Architectural Engineering Texas A&M University-KingsvilleTexas F8363USA

This article[1]has been retracted at the request of the corresponding *** results in the article substantially overlap with a previously published article by Feng et al.,2016[2]which was not appropriately acknowledged... 详细信息

关键词： composites modulus strength

来源：

维普期刊数据库评论

在线全文

维普期刊数据库

学校读者我要写书评

暂无评论

RETRACTED ARTICLE:An improved design method to predict the E-modulus and strength of FRP composites at different temperatures

引用

Frontiers of Structural and Civil Engineering 2022年第12期16卷 1653-1653页

作者： Mohammed FARUQI Gobishanker RAJASKANTHAN Breanna BAILEY francisco aguiniga Department of Civil and Architectural Engineering Texas A&M University-KingsvilleTexas F8363USA

This article has been retracted at the request of the corresponding *** result in the article substantially overlap with a previously published article by Feng et al.,2016 which was not appropriately acknowledged in the *** M,Rajaskanthan G,Bailey B,and aguiniga F agree to this *** online version of this article contains the full text of the retracted article as electronic supplementary material.

关键词： composites material modulus

来源：

维普期刊数据库评论

在线全文

维普期刊数据库

学校读者我要写书评

暂无评论

欢迎您,

建议与咨询留下您的常用邮箱和电话号码，以便我们向您反馈解决方案和替代方法

时间限定

文献类型

馆藏选择

核心期刊

语言

文献类型

帮助

文字说明：

检索规则说明：

检索范例：

分类表

所选分类

限定检索结果

文献类型

馆藏范围

日期分布

学科分类号

主题

机构

作者

语言

在线全文

在线全文

在线全文

请选择保存的检索档案：

请选择收藏分类：

通借通还

欢迎您,

建议与咨询 留下您的常用邮箱和电话号码，以便我们向您反馈解决方案和替代方法

时间限定

文献类型

馆藏选择

核心期刊

语言

文献类型

帮助

文字说明：

检索规则说明：

检索范例：

分类表

所选分类

限定检索结果

文献类型

馆藏范围

日期分布

学科分类号

主题

机构

作者

语言

在线全文

在线全文

在线全文

请选择保存的检索档案： 新增检索档案 确定 取消

请选择收藏分类： 新增自定义分类 确定 取消

通借通还

建议与咨询留下您的常用邮箱和电话号码，以便我们向您反馈解决方案和替代方法

请选择保存的检索档案：

请选择收藏分类：