Experimental study on mechanical behavior of an impacted steel tubular T-joint in fire

被引:64
作者
Yu, Wenjing [1 ]
Zhao, Jincheng [1 ]
Luo, Huaxun [1 ]
Shi, Jianyong [1 ]
Zhang, Daxu [1 ]
机构
[1] Shanghai Jiao Tong Univ, Sch Naval Architecture Ocean & Civil Engn, Shanghai 200240, Peoples R China
关键词
Steel tubular T-joint; Impact test; Fire test; Critical temperature; BEAMS; STRENGTH;
D O I
10.1016/j.jcsr.2011.03.001
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Blast and fire usually take place together on offshore oil and gas production structures. In order to study the mechanical behavior of the structural members in blast and fire, an experimental investigation has been carried out for a steel tubular T-joint without a fire-proof coating. The specimen was impacted first and then heated up under constant loading. It aims to investigate the failure mode, the critical temperature, and the temperature distribution of the T-joint at elevated temperatures: and furthermore to probe the influence of the impact load on the mechanical behavior of the joint by comparing with the results in a former test without any impact load. The experimental results show that the failure mode of the specimen was caused by the local buckling of the chord wall, which is the same as what are usually observed at ambient temperature. However the critical temperature of the impacted specimen is 690 degrees C, which is higher than the one without impact loading. The test results are then used to validate the numerical analysis in the future work. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1376 / 1385
页数:10
相关论文
共 19 条
[1]   Ultimate capacity of completely overlapped tubular joints I. An experimental investigation [J].
Fung, TC ;
Soh, CK ;
Gho, WM ;
Qin, F .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2001, 57 (08) :855-880
[2]   Evaluation of damage to offshore platform structures due to collision of large barge [J].
Jin, WL ;
Song, J ;
Gong, SF ;
Lu, Y .
ENGINEERING STRUCTURES, 2005, 27 (09) :1317-1326
[3]   Stress concentrations in tubular gap K-joints: mechanics and fatigue design [J].
Karamanos, SA ;
Romeijn, A ;
Wardenier, J .
ENGINEERING STRUCTURES, 2000, 22 (01) :4-14
[4]   Offshore tubular T-joints reinforced with internal plain annular ring stiffeners [J].
Lee, MMK ;
Llewelyn-Parry, A .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2004, 130 (06) :942-951
[5]   Strength of ring-stiffened tubular T-joints in offshore structures - a numerical parametric study [J].
Lee, MMK ;
Llewelyn-Parry, A .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1999, 51 (03) :239-264
[6]   Experimental investigation of T-tubular joint subjected under complex loading conditions [J].
Lie, ST ;
Chiew, SP ;
Sun, S .
SECOND INTERNATIONAL CONFERENCE ON EXPERIMENTAL MECHANICS, 2001, 4317 :351-356
[7]  
Liu M.L., 2010, EXPT THEORETICAL STU
[8]  
[刘明路 Liu Minglu], 2010, [建筑结构, Building Structure], V40, P38
[9]   An experimental study of the mechanical behavior of steel planar tubular trusses in a fire [J].
Liu, MingLu ;
Zhao, JinCheng ;
Jin, Meng .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2010, 66 (04) :504-511
[10]   Experimental investigation of behaviour of axially restrained steel beams in fire [J].
Liu, TCH ;
Fahad, MK ;
Davies, JM .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2002, 58 (09) :1211-1230