Thermal response of the bridge supported longitudinal CRTS II slab track subject to diurnal temperature variation

[1]  B. Dong,et al.  Effects of various gypsum on early-age hydration behavior of magnesium oxychloride cement (MOC) , 2023, Journal of Thermal Analysis and Calorimetry.

[2]  Huapeng Chen,et al.  Numerical analysis of interface damage in ballastless track on simply supported bridge due to thermal and vehicle dynamic load , 2023, Construction and Building Materials.

[3]  Dae-Wook Park,et al.  Full-Scale investigation on inclined ballastless cant track using concrete slab panel at high temperature setting , 2023, Construction and Building Materials.

[4]  Yang Li,et al.  Effects of joint stiffness degradation on vertical stability of CRTSII slab ballastless track , 2023, Construction and Building Materials.

[5]  Fuming Wang,et al.  Experimental study on interfacial damage characteristics of CRTS II slab track and CA mortar with AE and DIC techniques , 2022, Engineering Failure Analysis.

[6]  Jianing Lou,et al.  Effect and mechanism of composite early-strength agents on sulfoaluminate cement-based UHPC , 2022, Case Studies in Construction Materials.

[7]  Danqing Song,et al.  Influencing mechanism of silica fume on early-age properties of magnesium phosphate cement-based coating for hydraulic structure , 2022, Journal of Building Engineering.

[8]  Xiaopei Cai,et al.  Temperature field and thermal effects of the longitudinal connected slab track based on the measurement data and thermal-fluid-structure coupling analysis , 2022, Construction and Building Materials.

[9]  W. Ren,et al.  Thermal evolution of CRTS Ⅱ slab track under various environmental temperatures: Experimental study , 2022, Construction and Building Materials.

[10]  Jinyan Shi,et al.  Improvement mechanism of water resistance and volume stability of magnesium oxychloride cement: A comparison study on the influences of various gypsum. , 2022, The Science of the total environment.

[11]  Rui Wang,et al.  Study on the effects of solar reflective coatings on the interfacial damage of the CRTS II slab track , 2022, Construction and Building Materials.

[12]  Z. Zeng,et al.  Analysis on mechanical characteristics of CRTSII slab ballastless track structures in rectification considering material brittleness , 2022, Construction and Building Materials.

[13]  Lei Xu,et al.  A coupled model for investigating the interfacial and fatigue damage evolution of slab tracks in vehicle-track interaction , 2022, Applied Mathematical Modelling.

[14]  Shijie Deng,et al.  Design theories and maintenance technologies of slab tracks for high-speed railways in China: a review , 2021, Transportation Safety and Environment.

[15]  Liang Gao,et al.  Study on the damage evolution of the joint and the arching deformation of CRTS-II ballastless slab track under complex temperature loading , 2021, Construction and Building Materials.

[16]  Xuhao Cui,et al.  Interface damage and arching mechanism of CRTS II slab track under temperature load , 2021, Construction and Building Materials.

[17]  Sheng-yang Zhu,et al.  Mechanical characteristic variation of ballastless track in high-speed railway: effect of train–track interaction and environment loads , 2020, Railway Engineering Science.

[18]  Z. Zheng,et al.  Cooperative work of longitudinal slab ballast-less track prestressed concrete simply supported box girder under concrete creep and a temperature gradient , 2020, Structures.

[19]  Akim D. Mahunon,et al.  Laboratory Investigation of the Temperature-Dependent Mechanical Properties of a CRTS-Ⅱ Ballastless Track-Bridge Structural System in Summer , 2020 .

[20]  Yang Li,et al.  Study on the interface damage of CRTS Ⅱ slab track under temperature load , 2020 .

[21]  Zhiwu Yu,et al.  Thermal deformation and interfacial separation of a CRTS II slab ballastless track multilayer structure used in high-speed railways based on meteorological data , 2020 .

[22]  Babar Nasim Khan Raja,et al.  The influence of ambient environmental conditions in detecting bridge concrete deck delamination using infrared thermography (IRT) , 2020, Structural Control and Health Monitoring.

[23]  Wei Guo,et al.  Experimental Study of the Influence of Extremely Repeated Thermal Loading on a Ballastless Slab Track-Bridge Structure , 2020, Applied Sciences.

[24]  H. Qin,et al.  Deformation behavior of slab warping for longitudinal continuous rigid slab under temperature effect , 2019, Advances in Structural Engineering.

[25]  Xiaopei Cai,et al.  Arching mechanism of the slab joints in CRTSII slab track under high temperature conditions , 2019, Engineering Failure Analysis.

[26]  T. Ueda,et al.  Influence of continuous and cyclic temperature durations on the performance of polymer cement mortar and its composite with concrete , 2019, Composite Structures.

[27]  Liang Gao,et al.  Effect of daily changing temperature on the curling behavior and interface stress of slab track in construction stage , 2018, Construction and Building Materials.

[28]  Chengbiao Cai,et al.  Mechanical property and damage evolution of concrete interface of ballastless track in high-speed railway: Experiment and simulation , 2018, Construction and Building Materials.

[29]  Gonglian Dai,et al.  Experimental study on bridge–track system temperature actions for Chinese high-speed railway , 2018 .

[30]  Rong-shan Yang,et al.  Temperature Characteristics Analysis of the Ballastless Track under Continuous Hot Weather , 2017 .

[31]  Gonglian Dai,et al.  Full-scale field experimental investigation on the interfacial shear capacity of continuous slab track structure , 2016 .

[32]  Ou Zumin,et al.  Analysis and Prediction of the Temperature Field Based on In-situ Measured Temperature for CRTS-II Ballastless Track , 2014 .