方 志,汪 剑.大跨预应力混凝土连续箱梁桥日照温差效应[J].中国公路学报,2007,20(1):62-67. FANG Zhi,WANG Jian.Sun light thermal difference effect on long-span PC continuous box girder bridge[J].China Journal of Highway and Transport,2007,20(1):62-67.
[2]
汪 剑,方 志.混凝箱梁桥的温度场分析[J].湖南大学学报:自然科学版,2008,35(4):23-28. WANG Jian,FANG Zhi.Temperature variation of concrete box girder bridge[J].Journal of Hunan University:Natural Sciences,2008,35(4):23-28.
[3]
郭 健.混凝土斜拉桥主梁的非稳态温度场与应力场分析[J].中国公路学报,2005,18(2):65-68. GUO Jian.Analysis of unsteady temperature gradient and thermal stress field for concrete girder of cable-stayed bridge[J].China Journal of Highway and Transport,2005,18(2):65-68.
[4]
刘文燕,黄鼎业,华毅杰.混凝土表面对流换流系数测试研究[J].建筑材料学报,2004,7(2):232-235. LIU Wen-yan,HUANG Ding-ye,HUA Yi-jie.Probe into test method of heat convection coefficient of concrete[J].Journal of Building Materials,2004,7(2):232-235.
[5]
刘文燕,黄鼎业,华毅杰.混凝土表面对流换热系数测试方法探讨[J].四川建筑科学研究,2004,30(4):87-89. LIU Wen-yan,HUANG Ding-ye,HUA Yi-jie.Probe into test method of heat convection coefficient of concrete[J].Sichuan Building Science,2004,30(4):87-89.
[6]
张建荣,刘照球.混凝土对流换热系数的风洞实验研究[J].土木工程学报,2006,39(9):39-43. ZHANG Jian-rong,LIU Zhao-qiu.A study on the convective heat transfer coefficient of concrete in wind tunnel experiment[J].China Engineering Journal,2006,39(9):39-43.
[7]
Léger P,Leclerc M.Hydrostatic,temperature,time-displacement model for concrete dams[J].Journal of Engineering Mechanics,2007,133(3):267-277.
[8]
Liu C P E M.Temperature field of mass concrete in a pipe lattice[J].Journal of Materials in Civil Engineering,2004,16(5):427-432.
[9]
Zhang G,He S H,Wang L B.Nonlinear analysis of time-dependent effect for reinforced concrete tin-wall box girders exposed to fire[C]//9th International Conference of Chinese Transportation Professinals,ICCIP 2009:Critical Issuse in Transportation System Planning,Development and Management.Restoni:American Sociefy of Civil Engineers,2009:2219-2220.
[10]
张 岗,贺拴海,宋一凡.混凝土箱梁水化热温度损伤修正耦合方法[J].交通运输工程学报,2008,8(1):13-17. ZHANG Gang,HE Shuan-hai,SONG Yi-fan.Updating coupling method of hydration heat temperature damage for concrete box girder [J].Journal of Traffic and Transportation Engineering,2008,8(1):54-60.
[11]
张 岗,贺拴海,宋一凡.混凝土箱梁水化热温度损伤安全评价模型研究[J].安全与环境学报,2007,7(4),143-147. ZHANG Gang,HE Shuan-hai,SONG Yi-fan.Safety mode for evaluation hydration heat temperature damage on concrete box bridge[J].Journal of Safety and Environment,2007,7(4),143-147.
[12]
张 岗,任 伟,贺拴海,等.箱梁水化热温度场时效模式及时变应力场[J].长安大学学报:自然科学版,2008,28(4):51-56. ZHANG Gang,REN Wei,HE Shuan-hai,et al.Time dependent effect on hydration heat temperature and stress field for concrete box girder[J].Journal of Chang'an University:Natural Science Edition,2008,28(4):51-56.
[13]
余志武,唐国庆,丁发兴.三面受火钢筋混凝土梁温度场非线性分析[J].建筑科学与工程学报,2004,22(4):11-14. YU Zhi-wu,TANG Guo-qing.DING Fa-xing.Nonlinear analysis of temperature field of reinforced concrete beam with three surfaces exposing to fire[J].Journal of Architecture and Civil Engineering,2004,22(4):11-14.
