[1] HOSSEINI S,HEIDARPOUR A,COLLINS F,et al.Effect of Strain Ageing on the Mechanical Properties of Partially Damaged Structural Mild Steel[J].Construction and Building Materials,2015,77:83-93.
[2]HOSSEINI S,HEIDARPOUR A,COLLINS F,et al.Strain Ageing Effect on the Temperature Dependent Mechanical Properties of Partially Damaged Structural Mild-steel Induced by High Strain Rate Loading[J].Construction and Building Materials,2016,123:454-463.
[3]SERAJ P,SERAJZADEH S.Static Strain Aging Behavior of a Manganese-silicon Steel After Single and Multi-stage Straining[J].Journal of Materials Engineering and Performance,2016,25(3):1047-1055.
[4]张才毅,许中华,高 珊.40 kg级高强度低温韧性船板钢的应变时效试验研究[J].宝钢技术,2015(2):18-22.
ZHANG Cai-yi,XU Zhong-hua,GAO Shan.Experimental Research on Strain Aging of 40 kg High Strength Steel for Shipbuilding[J].Baosteel Technology,2015(2):18-22.
[5]侯登义,徐洪庆,陈 晔.NVB级船板应变时效敏感性试验[J].钢铁钒钛,2008,29(1):34-37.
HOU Deng-yi,XU Hong-qing,CHEN Ye.Experiments of Strain Ageing Sensibility of NVB Ship Plate Steel[J].Iron Steel Vanadium Titanium,2008,29(1):34-37.
[6]温永红,唐 荻,武会宾,等.F40级船板钢的应变时效行为[J].北京科技大学学报,2008,30(11):1244-1248.
WEN Yong-hong,TANG Di,WU Hui-bin,et al.Strain Aging of F40 Hull Structure Steel[J].Journal of University of Science and Technology Beijing,2008,30(11):1244-1248.
[7]彭 涛,程时遐,吉玲康,等.X100管线钢在应变时效中的脆化[J].热加工工艺,2013,42(20):179-181,183.
PENG Tao,CHENG Shi-xia,JI Ling-kang,et al.Embrittlement of X100 Pipeline Steel During Strain Aging[J].Hot Working Technology,2013,42(20):179-181,183.
[8]高建忠,王春芳,王长安,等.高钢级管线钢应变时效行为分析[J].材料开发与应用,2009,24(3):86-90.
GAO Jian-zhong,WANG Chun-fang,WANG Chang-an,et al.Strain Aging Behavior of High Strength Linepipe Steel[J].Development and Application of Materials,2009,24(3):86-90.
[9]温永红,唐 荻,林国强.含Nb微合金钢静态应变时效行为研究[J].热加工工艺,2010,39(24):60-62,66.
WEN Yong-hong,TANG Di,LIN Guo-qiang.Study on Strain Aging Behaviour of Micro-alloyed Steel Containing Nb[J].Hot Working Technology,2010,39(24):60-62,66.
[10]李文英,陈伟庆,袁 辉,等.含硼低碳钢线材的应变时效研究[J].钢铁,2006,41(5):78-80.
LI Wen-ying,CHEN Wei-qing,YUAN Hui,et al.Investigation on Strain Aging of Boron Containing Low Carbon Steel Wire Rod[J].Iron & Steel,2006,41(5):78-80.
[11]任楚超.高强钢结构研究进展[J].中国建材科技,2016,25(2):99-101.
REN Chu-chao.Research on the Mechanical Behavior of High Strength Steel[J].China Building Materials Science & Technology,2016,25(2):99-101.
[12]范 重,刘先明,范学伟,等.国家体育场大跨度钢结构设计与研究[J].建筑结构学报,2007,28(2):1-16.
FAN Zhong,LIU Xian-ming,FAN Xue-wei,et al.Design and Research of Large-span Steel Structure for the National Stadium[J].Journal of Building Structures,2007,28(2):1-16.
[13]陈振明,张耀林,彭明祥,等.国产高强钢及厚板在央视新台址主楼建筑中的应用[J].钢结构,2009,24(2):34-38.
CHEN Zhen-ming,ZHANG Yao-lin,PENG Ming-xiang,et al.Application of High-strength Steel and Thick Steel Plates to CCTV New Site Building[J].Steel Construction,2009,24(2):34-38.
[14]RASMUSSEN K J R,HANCOCK G J.Plate Slenderness Limits for High Strength Steel Sections[J].Journal of Constructional Steel Research,1992,23(1/2/3):73-96.
[15]RASMUSSEN K J R,HANCOCK G J.Tests of High Strength Steel Columns[J].Journal of Constructional Steel Research,1995,34(1):27-52.
[16]UY B.Strength of Short Concrete Filled High Strength Steel Box Columns[J].Journal of Constructional Steel Research,2001,57(2):113-134.
[17]UY B,MURSI M,TAN H B A.Strength of Slender Concrete Filled Columns Fabricated with High Strength Structural Steel[M]//CHAN S L,TENG J G,CHUNG K F.Advances in Steel Structures(ICASS '02).Amsterdam:Elsevier,2002:575-582.
[18]GAO L,SUN H C,JIN F N,et al.Load-carrying Capacity of High-strength Steel Box-sections I:Stub Columns[J].Journal of Constructional Steel Research,2009,65(4):918-924.
[19]施 刚,王 飞,戴国欣,等.Q460C高强度结构钢材循环加载试验研究[J].东南大学学报(自然科学版),2011,41(6):1259-1265.
SHI Gang,WANG Fei,DAI Guo-xin,et al.Cyclic Loading Tests on High Strength Structural Steel Q460C[J].Journal of Southeast University(Natural Science Edition),2011,41(6):1259-1265.
[20]SHI G,WANG M,BAI Y,et al.Experimental and Modeling Study of High-strength Structural Steel Under Cyclic Loading[J].Engineering Structures,2012,37:1-13.
[21]王 燕,杨 帆.对接焊缝构造形式对高强钢梁柱节点断裂性能的影响[J].建筑科学与工程学报,2018,35(4):45-53.
WANG Yan,YANG Fan.Effect of Butt Weld Construction on Fracture Properties of High Strength Steel Beam-column Joints[J].Journal of Architecture and Civil Engineering,2018,35(4):45-53.
[22]低合金高强度结构钢:GB/T 1591—2018[S].北京:中国标准出版社,2018.
High Strength Low Alloy Structural Steels:GB/T 1591—2018[S].Beijing:Standards Press of China,2018.
[23]钢及钢产品力学性能试验取样位置及试样制备:GB/T 2975—2018[S].北京:中国标准出版社,2018.
Steel and Steel Products — Location and Preparation of Test Pieces for Mechanical Testing:GB/T 2975—2018[S].Beijing:Standards Press of China,2018.
[24]金属材料室温拉伸试验方法:GB/T 228—2002[S].北京:中国标准出版社,2002.
Metallic Materials — Tensile Testing at Ambient Temperature:GB/T 228—2002[S].Beijing:Standards Press of China,2002.
[25]OSGOOD W R,RAMBERG W.Description of Stress-strain Curves by Three Parameters[R].Denton:The University of North Texas,1943.
[26]RASMUSSEN K J R.Full-range Stress-strain Curves for Stainless Steel Alloys[J].Journal of Constructional Steel Research,2003,59(1):47-61.
[27]施 刚,朱 希.高强度结构钢材单调荷载作用下的本构模型研究[J].工程力学,2017,34(2):50-59.
SHI Gang,ZHU Xi.Study on Constitutive Model of High-strength Structural Steel Under Monotonic Loading[J].Engineering Mechanics,2017,34(2):50-59.