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Experimental and analytical investigation on friction resistance force between buried coated pressurized steel pipes and soil
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作者 Shaurav ALAM Tanvir MANZUR +4 位作者 John MATTHEWS Chris BARTLETT Erez ALLOUCHE Brent KEIL John KRAFT 《Frontiers of Structural and Civil Engineering》 SCIE EI CSCD 2024年第4期615-629,共15页
This paper presents an analytical approach for estimating frictional resistance to pipe movement at soil and external pipe surface of buried coated pressurized steel pipes relative to the internal thrust force.The pro... This paper presents an analytical approach for estimating frictional resistance to pipe movement at soil and external pipe surface of buried coated pressurized steel pipes relative to the internal thrust force.The proposed analytical method was developed based on 36 experiments,which involved three coating types(cement mortar(CM),polyurethane type-I(PT-I),prefabricated plastic tape(PPT))on pipes’surfaces,three different soils(pea-gravel(PG),sand(S),silty-clay(SC)),and four simulated over burden depths above the pipe’s crown.Investigation showed frictional resistance decreased with increasing over burden depth above the pipe’s crown.The degree of frictional resistance at the pipe-soil interface was found to be in the order of PG>SC>S for all coating variations and overburden depths.CM coated pipe buried in all three types of soil produced significantly higher frictional resistance as compared to other coating types.Based on experimental data,the developed analytical introduced a dimensionless factor“Z”,which included effects of types of coatings,soil,and overburden depths for simplified rapid calculation.Analysis showed that the method provided a better prediction of frictional resistance forces,in comparison to previous analytical methods,which were barely close in predicting friction resistance for different coating variations,soil types,and overburden depths.Friction resistance force values reported herein could be considered conservative. 展开更多
关键词 friction resistance force thrust force coated pressurized steel pipe soil type overburden depth
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Study of relieving weld residual stresses in large pressure steel pipes of hydropower station by local explosion treatment
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作者 Zhu Shichang Chen Liangshan +2 位作者 Dong Xiuzhong Chen Huaining and Wang Yanyan(Institute of Metal Research, Academia Sinica, Shenyang) Tan Shenyu Huang Baoming and Chui Guangyuan(Shenyang Institute of Artillery) 《China Welding》 EI CAS 1995年第1期44-50,共7页
From comparing the test of local explosion treatment(LET)with the locaf heat treatment (LHT)in welded plates and welded steel pipes in field,LET has excellent effect of stress relief and high efficiency. Whereas the e... From comparing the test of local explosion treatment(LET)with the locaf heat treatment (LHT)in welded plates and welded steel pipes in field,LET has excellent effect of stress relief and high efficiency. Whereas the effect of stress relief for LHT with 575℃×1.5hr is poor.The mechanical properties of welded joints after LET are basically the same as those of as-welded joints.The practically measuring results on 4 large steel-pipe surfaces indicate that the welding residual tensile stresses in welds,which mostly is compression residual stress,are basically relieved. 展开更多
关键词 pressure steel pipe explosion treatment welding residual stress
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