Abstract：Abstract ：Research purposes： The terminal spine behind abutment is used as the limit structure of tlie track structure，
which is an important part of CRTS ! slab track. The rail - slab - bridge - terminal spine - subgrade integration finite
model is established to research the influence of longitudinal mechanical behavior between beam and ballastless track on the force and deformation of tlie terminal spine on the short subgrade section，optimize the setting of the terminal spine
on the short subgrade section，and put forward a project of foundation plate being laid continuously on the short subgrade， setting T - shaped terminal spine in the middle of foundation plate and using AB group filling material filling the terminal spine.
Research conclusions:(1) When foundation plate is laid continuously on the short subgrade，the short subgrade length has little effect on the force and deformation of track structure and terminal sj)ine under temperature force，and the forces of trie terminal sj)ine and friction plate are very small. (2) By the comparison of tliree kinds of trie terminal spine setting
project, when foundation plate is laid continuously and sets terminal spine, rail longitudinal force and displacement on
the right side of continuous beam change more smoothly，and the longitudinal displacement is reduced by 22；. (3) Put
forward the foundation plate being laid continuously and setting inverted T - shaped terminal spine， but using more economical AB Group filling material. The checking results show that t!ie forces of t!ie terminal spine and friction plate are small under temperature force and can meet the requirements of engineering application. (4) The relevant research
results are helj^ful to the design of CRTS ! slab track.
梅大鹏1，马旭峰2，陈嵘3，胡辰阳3，王平3. 梁轨相互作用对台后短路基上端刺设置的影响[J]. 铁道工程学报, 2016, 33(11): 33-39.
MEI Da - peng1，MA Xu - feng2，CHEN Rong3，HU Chen - yang3，WANG Ping3. Mfects of the Interaction between Beam and Rail on Terminal Spine Setting
on Short Subgrade Section behind the Abutment. Journal of Railway Engineering Society, 2016, 33(11): 33-39.
2016, Vol. 33 
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