本文结合对大量工程结构实体钢筋保护层厚度的监督检测，对开展这项工作中存在的一些问题进行探讨，并提出了一些建议。
The problem existed in many supervision and test for the thickness of protection layer for steel bar in engineering structure body are approached and some suggestion are proposed in this paper.
通过对ANSYS在钢筋混凝土T形梁优化设计中的应用研究，给出了建立钢筋混凝土结构T形梁参数化三维实体模型的方法。
Based on the application study of ANSYS in the optimization design of RC structure t beam, the building method of 3d parametric entity model to RC structure t beam is given.
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