Citation: | Hao Jin, Mengfei Zhu, Kwok-Fai Chung, Yanhua Wang, Hailong Liu. Mechanical Properties of Thick Plates After Welding of Q690 High Strength Steel[J]. STEEL CONSTRUCTION(Chinese & English), 2024, 39(5): 17-26. doi: 10.13206/j.gjgS24050103 |
[1] |
Willms R. High strength steel for steel constructions[C]//Nordic Steel Construction Conference. Malmo, Sweden:2009.
|
[2] |
Hegger J, Doinghaus P. High performance steel and high performance concrete in composite structures[C]//Composite Construction in Steel and Concrete IV Conference. Canada:2000:891-902.
|
[3] |
Sedlacek G, Müller C. High strength steels in steel construction[EB/OL].[2024-04-23]. https://api.semanticscholar.org/CorpusID:221301929
|
[4] |
Bjorhovde R. Steel for future structures and design codes[C]// Eighth International Conference on Advances in Steel Construction. Lisbon, Portugal:2015:1-12.
|
[5] |
European Committee for Standardization. Eurocode 3-design of steel structures-part 1-1:general rules and rules for buildings:BS EN 1993-1-1[S]. Brussels:CEN, 2005.
|
[6] |
European Committee for Standardization. Eurocode 3-design of steel structures-part 1-12:additional rules for the extension of EN 1993 up to steel grades S700:BS EN 1993-1-12[S]. Brussels:CEN, 2007.
|
[7] |
American Institute of Steel Construction. Specification for structural steel buildings:ANSI/AISC 360-22[S]. Chicago:AISC, 2022.
|
[8] |
中华人民共和国住房和城乡建设部. 钢结构设计标准:GB 50017-2017[S]. 北京:中国建筑工业出版社, 2018.
|
[9] |
Jiao H, Zhao X L. Tension capacity of very high strength (VHS) circular steel tubes after welding[J]. Advances in Structural Engineering, 2004,7(4):285-296.
|
[10] |
Jiao H, Zhao X L, Lau A. Hardness and compressive capacity of longitudinally welded very high strength steel tubes[J]. Journal Construction Steel Resesearch, 2015,114:405-416.
|
[11] |
Markku P, Martikainen Y, Layus P D, et al. Effect of heat input on the mechanical properties of welded joints in high-strength steels[J]. Welding International, 2016,30(2):129-132.
|
[12] |
Chen C, Chiew S P, Zhao M S, et al. Welding effect on tensile strength of grade S690Q steel butt joint[J]. Journal Construction Steel Resesearch, 2019, 153:153-168.
|
[13] |
Cai W Y, Wang Y B, Li G Q. Experimental and numerical study on strength of high-strength steel double-V butt-welded joint[J/OL]. Journal Construction Steel Resesearch, 2022, 196[2024- 04-26]. https://doi.org/10.1016/j.jcsr.2022.107397.
|
[14] |
Chung K F, Ho H C, Hu Y F, et al. Nethercot. Experimental evidence on structural adequacy of high strength S690 steel welded joints with different heat input energy[J/OL]. Engineering Structure, 2020, 204[2024-04-26]. https://doi.org/10.1016/j.engstruct.2019.110051.
|
[15] |
Sloderbach Z, Pajak J. Determination of ranges of components of heat affected zone including changes of structures[J]. Archives of Metallurgy and Materials, 2015, 60(4):2607-2612.
|
[16] |
European Committee for Standardization. Hot rolled products of structural steels-part 6:technical delivery conditions for flat products of high yield strength structural steels in the quenched and tempered condition:BS EN 10025-6[S]. Brussels:CEN, 2009.
|
[17] |
European Committee for Standardization. Metallic materials-tensile testings-part 1:method of test at ambient temperature:ISO 6892-1[S]. Brussels:CEN, 2009.
|
[18] |
Liu X, Chung K F, Ho H C, et al. Mechanical behavior of high strength S690-QT steel welded sections with various heat input energy[J]. Engineering Structure, 2018, 175:245-256.
|
[19] |
The International Organization for Standardization. Specification and qualification of welding procedures for metallic materials-welding procedure test-part 1:arc and gas welding of steels and arc welding of nickel and nickel alloys:ISO 15614-1[S]. Geneva:ISO, 2017.
|