CAJ | 학술논문

基于背景桥（沈阳市二环快速道二期工程）。应用埋入式应变计，桥梁横梁在浇筑混凝土之前，将应变计绑在钢筋上。在浇筑完成后以及通车后测量应变计读数观察钢筋应变，然后结合Ansys有限元模拟分析，找出横梁底面变形规律。
기우배경교（침양시이배쾌속도이기공정）。응용매입식응변계，교량횡량재요축혼응토지전，장응변계방재강근상。재요축완성후이급통차후측량응변계독수관찰강근응변，연후결합Ansys유한원모의분석，조출횡량저면변형규률。
Based on the background of the bridge (Shenyang City near the FTI phase II project). The application of embedded type strain gauge, bridge beams before concrete pouring. The strain gauge tied to the bar. In pouring is completed and opened to traffic measurement of strain gage readings observed reinforcement strain. Then, combined with the ANSYS finite element simulation analysis, find beam bottom surface deformation.