外粘接连续纤维材料加固混凝土结构的安全性和适用性验证

玻璃钢 Pub Date : 1999-01-01 DOI:10.14359/5693
T. Shimomura, H. Mutsuyoshi, Z. Wu, A. Kobayashi, T. Ishibashi
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引用次数: 0

摘要

自1998年以来,日本土木工程师学会(JSCE)连续纤维(CF)板技术研究委员会一直致力于构建一套新的外粘接CF板混凝土结构改造设计体系。本文介绍了设计系统的框架和一些初步内容。该系统基于基于性能的设计概念,即系统地验证要改造的结构是否能够在剩余使用寿命内满足任何要求的性能项目。用量化表示各性能项的验证指标对结构的性能项进行验证。本文介绍了正在开发的结构安全性和结构使用性能评价方法。强调了混凝土中CF板剥离精度预测的重要性。在性能项目的验证过程中,考虑了环境和荷载冲击造成的随时间变化的性能变化,使结构设计与耐久性设计合理统一。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Verification of Safety and Serviceability of Concrete Structures Retrofitted with Externally-Bonded Continuous Fiber Materials
The technical research committee on continuous fiber (CF) sheet in Japan Society of Civil Engineers (JSCE) has been engaged in making a new design system for concrete structures retrofitted with externally-bonded CF sheets since 1998. This paper presents the framework and some tentative contents of the design system. The system is on the basis of the concept of performance-based design, in which a structure to be retrofitted is systematically verified if it can satisfy any required performance items during the residual service life. Performance items of structure are verified in terms of the verification index which represents each performance item quantitatively. Evaluation methods for several performance items under development are shown in this paper regarding structural safety and serviceability of structures. The importance of precise prediction of peeling-off the CF sheet from concrete is emphasized. In the verification process of performance items, time-dependent performance changes due to environmental and loading attack are taken into account, so that structural and durability design are unified in a rational way.
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