Damage Assessment of Thick Fireproof Coatings for Steel Members Subjected to Axial Tensile Loading

陈素文; 吴林森; 廖志娟; 江黎明

doi:10.13409/j.cnki.jdpme.2015.01.007

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Damage Assessment of Thick Fireproof Coatings for Steel Members Subjected to Axial Tensile Loading

更新时间：2025-12-11

- Damage Assessment of Thick Fireproof Coatings for Steel Members Subjected to Axial Tensile Loading
- Vol. 35, Issue 1, Pages: 36-43(2015)
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- DOI：10.13409/j.cnki.jdpme.2015.01.007
  CLC： U391
- Published：2015
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[1]陈素文,吴林森,廖志娟,江黎明.纯拉荷载下厚型钢结构防火涂层破损的评估方法[J].防灾减灾工程学报,2015,35(01):36-43.

陈素文, 吴林森, 廖志娟, et al. Damage Assessment of Thick Fireproof Coatings for Steel Members Subjected to Axial Tensile Loading[J]. 2015, 35(1): 36-43.
[1]陈素文,吴林森,廖志娟,江黎明.纯拉荷载下厚型钢结构防火涂层破损的评估方法[J].防灾减灾工程学报,2015,35(01):36-43. DOI： 10.13409/j.cnki.jdpme.2015.01.007.

陈素文, 吴林森, 廖志娟, et al. Damage Assessment of Thick Fireproof Coatings for Steel Members Subjected to Axial Tensile Loading[J]. 2015, 35(1): 36-43. DOI： 10.13409/j.cnki.jdpme.2015.01.007.

摘要

厚型钢结构防火涂层因耐火性好、性能稳定而成为最常用的防火保护形式之一

但其易在地震和冲击等作用下发生破损和脱落

从而影响钢结构的抗火性能。运用有限元分析软件ANSYS对钢板在纯拉荷载下的涂层破损试验进行模拟

验证了有限元模型;然后选取几何尺寸、涂层材性、钢板-涂层界面参数等进行参数分析

确定界面破损的主要影响因素有涂层厚度、涂层弹性模量、界面粘结强度等;涂层横向裂缝破损的主要影响因素有涂层抗拉强度、涂层弹性模量等。在参数分析的基础上

提出纯拉荷载下钢板件涂层破损评估方法

并得到了试验的验证。

Abstract

Thick fireproof coatings are widely adopted for their good performance but it may be easily damaged in loadings such as earthquake and impact

which may leads to a considerable reduction in fire resistance.In this paper

finite element models are established to simulate the damage initiation and propagation of thick fireproof coatings for steel plates under monotonic axial tensile loading.The verified finite element model is then adopted for parameter analysis

in which geometric parameters

material property parameters and interface parameters are analyzed.It is found that interface debonding is mainly effected by the coating thickness

elastic modulus and bond strength of the coating material and transverse crack is mainly effected by the tensile strength and elastic modulus of the coating material.Based on the results from parameter analysis

a damage assessment method for thick fireproof coatings on steel members subjected to tensile loading is proposed and verified by comparing with test results.

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references

火灾下防火涂料破损后钢柱的极限承载力 [J]. 李国强,王卫永,陈素文. 工程力学 . 2008(12)

地震次生火灾的研究进展 [J]. 陈素文,李国强. 自然灾害学报 . 2008(05)

A simple approach for modeling fire-resistance of steel columns with locally damaged fire protection [J] . Guo-Qiang Li,Wei-Yong Wang,Su-Wen Chen. Engineering Structures . 2008 (3)

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