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基于SINTAP-FAD方法的含裂纹缺陷钢结构构件安全性评定研究
引用本文:王元清, 廖小伟, 周晖, 石永久, 陈健陵, 叶国平. 基于SINTAP-FAD方法的含裂纹缺陷钢结构构件安全性评定研究[J]. 工程力学, 2017, 34(5): 42-51. DOI: 10.6052/j.issn.1000-4750.2016.06.0429
作者姓名:王元清  廖小伟  周晖  石永久  陈健陵  叶国平
作者单位:1.清华大学土木工程系土木工程安全与耐久教育部重点实验室, 北京 100084;;2.北京工业大学城市与工程安全减灾教育部重点实验室, 北京 100124;;3.东方电气集团东方锅炉股份有限公司, 四川, 自贡 643001;;4.成都益国工程设计顾问有限公司, 四川, 成都 610036
基金项目:国家自然科学基金项目(51378289,51678339);高等学校博士学科点专项科研基金项目(20130002110085)
摘    要:在施工和运营过程中,钢结构构件上出现的裂纹缺陷可能会扩展而导致其发生断裂破坏,因此对含裂纹缺陷钢结构构件的安全性进行评估具有重要意义。首先,引入断裂力学KIC断裂判据和失效评定图(FAD)概念,并介绍了结构整体性评估程序(SINTAP)的原理;给出了裂纹缺陷评定所需材料参数的确定方法,以及含裂纹缺陷构件的断裂力学参数和塑性屈服荷载的计算方法;然后,提出了基于SINTAP-FAD的含裂纹缺陷钢结构构件的安全性评估流程。最后,以华南和华东两个电厂锅炉钢结构大板梁的焊接缺陷为例,进行了基于KIC断裂判据和SINTAP-FAD的裂纹缺陷安全性评定研究。结果表明,基于SINTAP-FAD的方法为含裂纹缺陷工作的钢结构构件的安全性评估提供了一种行之有效的方法,考虑多裂纹耦合作用的安全性评定方法有待进一步研究。

关 键 词:钢结构  构件  裂纹缺陷  断裂力学  结构整体性评估程序  安全性评定
收稿时间:2016-06-03
修稿时间:2016-11-02

SAFETY ASSESSMENT OF STEEL STRUCTURE COMPONENT WITH CRACK DEFECTS USING SINTAP-FAD METHOD
WANG Yuan-qing, LIAO Xiao-wei, ZHOU Hui, SHI Yong-jiu, CHEN Jian-ling, YE Guo-ping. SAFETY ASSESSMENT OF STEEL STRUCTURE COMPONENT WITH CRACK DEFECTS USING SINTAP-FAD METHOD[J]. Engineering Mechanics, 2017, 34(5): 42-51. DOI: 10.6052/j.issn.1000-4750.2016.06.0429
Authors:WANG Yuan-qing  LIAO Xiao-wei  ZHOU Hui  SHI Yong-jiu  CHEN Jian-ling  YE Guo-ping
Affiliation:1.Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing 100084, China;;2.Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China;;3.Dongfang Boiler Group Co, Ltd, (Dongfang Electric Corporation), Zigong, Sichuan 643001, China;;4.Chengdu Yiguo Engineering Design Consultant Co, Ltd, Chengdu, Sichuan 610036, China
Abstract:During the construction and operation period, the induced crack defects in the structural components of steel structures may propagate and eventually result in the fracture failure of the structural components. Therefore, it is of great significance to assess the safety of structural components containing crack defects. Firstly, the principle of failure assessment diagram (FAD) and KIC fracture criterion were introduced, which are based on fracture mechanics, and on the assessment method of SINTAP. Then, the experimental methods for obtaining material parameters required by SINTAP-FAD assessment procedure, and the calculation methods of fracture mechanics parameters and plastic collapse loads of the flawed components, were presented. Finally, the safety assessment of crack defects within the butt welds on large-size plate girders of boiler steel structures from two power stations were conducted, using KIC fracture criterion and SINTAP-FAD method. The results show that the proposed method based on SINTAP-FAD provides an effective and practical approach for the safety assessment of structural components with cracks or crack-like defects in steel structures. Further research should be dedicated to the assessment method considering the multiple-crack coupling effect.
Keywords:steel structure  structural component  crack defect  fracture mechanics  SINTAP  safety assessment
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