Evaluating the Structural Capacity of Concrete Elements through In Situ Instrumentation

Author:

Byrne David1,Goggins Jamie1

Affiliation:

1. National University of Ireland Galway

Abstract

The difficulty in predicting the long term load capacity of concrete elements is well documented. Time dependent effects such as creep and shrinkage coupled with varying loading events, particularly during construction, can all have an adverse effect on the long term performance of a concrete structure. This paper proposes a method that utilises in-situ instrumentation to predict the load carrying capacity of concrete members. During the construction of the Engineering building at the National University of Ireland, Galway over 260 sensors were embedded in a number of key concrete elements. The sensors are being continually monitored with the use of automatic datalogging equipment and the data is being used to monitor changes in geometric and material properties along with the subsequent time dependent deterioration of the elements. The paper will illustrate how the in-situ data from the demonstrator building can be used to estimate the real time behaviour of the concrete elements and how these elements might respond to future changes in use and potential retrofitting. A cost analysis will show how such a monitoring system can be used to reduce the uncertainty levels involved when retrofitting concrete buildings.

Publisher

Trans Tech Publications, Ltd.

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference21 articles.

1. Z.P. Bazant, Probabilistic problems in prediction of creep and shrinkage effects in structures, Proceedings of the 4th International Conference on Application of Statistics and Probability in Soil and Structural Engineering, Florence, Italy, 1983, pp.325-356.

2. Z.P. Bazant and L. Panula, Practical prediction of time dependent deformation of concrete, Materials and Structures, vol. 11 (1978) pp.307-328.

3. A.M. Neville, W.H. Dilger, and J.J. Brooks, Creep of plain and structural concrete. New York: Construction Press, (1983).

4. T.R. Hossain and R.L. Vollum, Prediction of slab deflections and validation against Cardington data, Proceedings of the Institution of Civil Engineers; Structures and Buildings, vol. 152 (2002) pp.235-248.

5. R.L. Vollum and N. Afshar, Influence of construction loading on deflections in reinforced concrete slabs, Magazine of Concrete Research, vol. 61 (2009) pp.3-14.

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3