A novel asynchronous-pouring-construction technology for prestressed concrete box girder bridges with corrugated steel webs

Altunişik, 2010, Construction stage analysis of Kömürhan highway bridge using time dependent material properties, Structural Engineering and Mechanics, 36, 207, 10.12989/sem.2010.36.2.207

Ates, 2011, Numerical modelling of continuous concrete box girder bridges considering construction stages, Appl Math Model, 35, 3809, 10.1016/j.apm.2011.02.016

Brambilla, 2019, Environmental benefits arising from demountable steel-concrete composite floor systems in buildings, Resour Conserv Recycl, 141, 133, 10.1016/j.resconrec.2018.10.014

Briassoulis, 1996, Equivalent orthotropic properties of corrugated sheets, Comput Struct, 23, 129, 10.1016/0045-7949(86)90207-5

Casas, 1997, Reliability-based partial safety factors in cantilever construction of concrete bridges, J Struct Eng, 123, 305, 10.1061/(ASCE)0733-9445(1997)123:3(305)

CEN. 2005. Eurocode 2: Design of Concrete Structures - Part 1-1 General Rules and Rules for Buildings. NEN-EN 1992-1-1:2005. Brussels, Belgium.

Chen, 2016

Chen, 2017, Long-term behavior of prestressed concrete bridges with corrugated steel webs, J. Bridge Eng., 22, 04017040, 10.1061/(ASCE)BE.1943-5592.0001074

Deng, 2017, Growth of prestressed concrete bridges with corrugated steel webs in China, Proc. Inst. Civ. Eng., 171, 77

Driver, 2006, Shear behavior of corrugated web bridge girders, J Struct Eng., 132, 195, 10.1061/(ASCE)0733-9445(2006)132:2(195)

Guo, 2017, Application of corrugated steel web plate bearing type hanging basket construction technology in the corrugated steel web PC box girder bridge, [In Chinese.] Constr. Des. Project, 3 (2):117–120

Hassanein, 2017, Shear analysis and design of high-strength steel corrugated web girders for bridge design, Eng. Struct., 146, 18, 10.1016/j.engstruct.2017.05.035

IEA (International Energy Association), 2007

He, 2012, Mechanical behavior and analysis of composite bridges with corrugated steel webs: State-of-the art, Int. J. Steel Struct., 12, 321, 10.1007/s13296-012-3003-9

He, 2012, Shear behavior of partially encased composite I-girder with corrugated steel web: Experimental study, J. Constr. Steel Res., 77, 193, 10.1016/j.jcsr.2012.05.005

He, 2012, Shear behavior of partially encased composite I-girder with corrugated steel web: Numerical study, J. Constr. Steel Res., 79, 166, 10.1016/j.jcsr.2012.07.018

He, 2014, Bending behavior of concrete-encased composite I-girder with corrugated steel web, Thin Walled Struct., 74, 70, 10.1016/j.tws.2013.08.003

He, 2017, Mechanical behavior of a partially encased composite girder with corrugated steel web: Interaction of shear and bending, Engineering, 3, 806, 10.1016/j.eng.2017.11.005

He, J., Wang, S., Liu, Y. et al. 2019. “The development of composite bridges with corrugated steel webs in China.” Proceedings of the Institution of Civil Engineers–Bridge Engineering, https://doi.org/10.1680/jbren.19.00018.

He, 2020, Shear behavior of steel I-girder with stiffened corrugated web, Part II: Numerical study, Thin-Walled Structures., 147, 10.1016/j.tws.2019.02.023

Jiang, 2012, Comparative study on falsework scheme of steel webs for PC composite box-girder with corrugated steel webs during cantilever construction, [In Chinese.] Ind. Constr., 42, 120

Jiang, 2015, Prestressed concrete girder bridges with corrugated steel webs: Review, J. Struct. Eng., 141, 04014108, 10.1061/(ASCE)ST.1943-541X.0001040

Jie, 2017, Application of dislocation method in construction of prestressed concrete box girder bridge with corrugated steel web, [In Chinese.] Railway Eng., 4, 45

Kwak, 2004, Span ratios in bridges constructed using a balanced cantilever method, Constr Build Mater, 18, 767, 10.1016/j.conbuildmat.2004.04.022

Kwak, 2004, Design moment variations in bridges constructed using a balanced cantilever method, Constr Build Mater, 18, 753, 10.1016/j.conbuildmat.2004.04.021

Lantsoght, 2018, Long-term material and structural behavior of high-strength concrete cantilever bridge: results of 20 years monitoring, Structural concrete, 19, 1079, 10.1002/suco.201700214

Leblouba, 2019, Normalized shear strength of trapezoidal corrugated steel webs: Improved modeling and uncertainty propagation, Thin Walled Struct., 137, 67, 10.1016/j.tws.2018.12.034

Lei, J. Q. 2000. Bridge cantilever construction and design. [In Chinese.] Beijing: China Communications.

Li, S. Q., S. Wang, and C. Q. Zhang. 2011. Design and manufacture of corrugated steel webs. [In Chinese.] Beijing: China Communications.

Liu, 2011, Application of multi working face construction scheme in box girder bridge with corrugated steel webs, [In Chinese.] Constr. Tech., 40, 46

Malm, 2010, Time-dependent analyses of segmentally constructed balanced cantilever bridges, Eng Struct, 32, 1038, 10.1016/j.engstruct.2009.12.030

McDonald, 2003, A spectacular collapse: Koror-Babeldaob (Palau) balanced cantilever prestressed, posttensioned bridge, Indian Concrete Journal, 77, 955

Mo, 2006, Torsional design of hybrid concrete box girders, Journal of Bridge Engineering, ASCE, 11, 329, 10.1061/(ASCE)1084-0702(2006)11:3(329)

Ministry of communication of China (MOC), 2004

Novák, 2007, Validation of the structural behaviour of the Altwipfergrund Bridge, Bautechnik, 84, 289, 10.1002/bate.200710026

Okusumi, 2008, Design and Construction of new structure type of composite box girder with corrugated steel web- Sugi Tanigawa bridge, EXTEC, 84, 16

Sause, 2011, Shear strength of trapezoidal corrugated steel webs, J Constr. Steel Res., 67, 223, 10.1016/j.jcsr.2010.08.004

Shen, 2018, Behavior of single-box multi-cell box-girders with corrugated steel webs under pure torsion. part I: experimental and numerical studies, Thin-Walled Structures, 129, 542, 10.1016/j.tws.2017.10.038

Resource Efficiency Opportunities in the Building Sector, 2014. Resource Efficiency Opportunities in the Building Sector. European Commission July.

Wang, 2019, “Key Design and Construction Techniques for Main Girder of Yunbao Yellow River Bridge”. [In Chinese.] World, Bridges., 47, 1

Wang, 2020, A novel construction technology for self-anchored suspension bridge considering safety and sustainability performance, Sustainability, 12, 2973, 10.3390/su12072973

Yepes, 2015, Cost and CO2 emission optimization of precast-prestressed concrete u-beam road bridges by a hybrid glowworm swarm algorithm, Autom Constr, 49, 123, 10.1016/j.autcon.2014.10.013

Yi, 2008, Interactive shear buckling behavior of trapezoidally corrugated steel webs, Eng Struct., 30, 1659, 10.1016/j.engstruct.2007.11.009

Zhou, 2016, Equivalent computational models and deflection calculation methods of box girders with corrugated steel webs, Eng. Struct., 127, 615, 10.1016/j.engstruct.2016.08.047

Zhou, 2016, Shear stress calculation and distribution in variable cross sections of box girders with corrugated steel webs, J. Struct. Eng., 142, 04016022, 10.1061/(ASCE)ST.1943-541X.0001477

Zhou, 2020, “New Asynchronous-Pouring Rapid-Construction Method for Long-Span Prestressed Concrete Box Girder Bridges with Corrugated Steel Webs, Journal of Construction Engineering and Management., 146, 10.1061/(ASCE)CO.1943-7862.0001770