Asset Assessment of Concrete Structure

Wai Lai Ying, Afshin Sadri
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Abstract

Infrastructures which were constructed in the last century are approaching or have exceeded their design life. It is essential to maintain, repair and rehabilitate existing structures to ensure safety and develop a sensible rehabilitation plan. This paper suggests an inspection program for the condition evaluation of existing structures, particularly for structures that are approaching or exceeding their design/campaign lives. Cracking on concrete bridges is often induced by static and cyclic temperature loading. Throughout the service life of the structure, cracks will initiate, propagate, coalesce and form a greater damaged zone. Depending on the location and severity of the crack network; corrosion of reinforcement, debonding between concrete and reinforcement, and spalling of concrete may occur. The implementation of regular inspection or monitoring of structural condition is an essential component of asset management. Early detection of damaged zones can ease scheduling and reduce the cost of repair, which in turn also allows extension of structural lifespan without compromising safety. Similarly, for industrial properties, asset management and rehabilitation programs are paramount as they can significantly reduce capital expenditures in asset maintenance, if implemented prior to or at the early onset of structural degradation. This paper illustrates the use of NDT techniques for the condition assessment of a prestressed concrete bridge, as well as concrete storage silos. Both of which were either approaching or have exceeded their design campaign life and were needing a proper rehabilitation plan. The assessment included crack movement monitoring, crack depth determination, concrete strength estimation, and the detection of debonding between rebar and concrete.
混凝土结构资产评估
上个世纪建造的基础设施正在接近或超过其设计寿命。必须维持、修理和修复现有结构,以确保安全,并制定合理的修复计划。本文建议对现有结构进行状态评估的检查程序,特别是对接近或超过其设计/使用寿命的结构。混凝土桥梁的开裂通常是由静荷载和循环温度荷载引起的。在结构的整个使用寿命中,裂纹会萌生、扩展、合并并形成更大的损伤区。根据裂缝网络的位置和严重程度;钢筋的腐蚀,混凝土与钢筋之间的脱落,以及混凝土的剥落都可能发生。实施定期检查或监测结构状况是资产管理的重要组成部分。早期发现受损区域可以简化调度,降低维修成本,从而在不影响安全性的情况下延长结构寿命。同样,对于工业物业而言,资产管理和修复计划至关重要,因为如果在结构退化之前或早期实施,它们可以显著减少资产维护方面的资本支出。本文阐述了无损检测技术在预应力混凝土桥梁和混凝土储存库状态评估中的应用。这两个都接近或超过了它们的设计使用寿命,需要一个适当的修复计划。评估包括裂缝运动监测、裂缝深度确定、混凝土强度估计和钢筋与混凝土之间的脱粘检测。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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