首页|基于ANSYS的拦污栅应力配筋研究

基于ANSYS的拦污栅应力配筋研究

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为获得更精确、科学的配筋方法,提高钢筋混凝土结构的抗拉强度,节省工程造价,提出一种基于ANSYS的弹性正应力配筋方法,选取某地进出水口的拦污栅框架结构为例,提取其连系梁截面上的应力,分别利用基于规范的小偏心受拉配筋法和基于 ANSYS的弹性正应力配筋法进行配筋计算,发现基于 ANSYS的弹性正应力配筋法根据结构截面应力分布情况进行钢筋分配,总配筋量相同的情况下,主要受拉区配筋量更多.为进一步验证基于 ANSYS的弹性正应力配筋方法的合理性,对采用两种配筋方法的钢筋混凝土结构裂缝开展宽度进行验算,并结合 ANSYS观测了其裂纹分布情况,发现相同工况下基于 ANSYS的弹性正应力配筋法裂缝开展宽度更小,主要受拉区裂纹更少,相比基于规范的小偏心受拉配筋方法可使混凝土承受更大的拉应力.研究结果可为同样工况的钢筋混凝土结构的精确配筋计算提供参考.
Research on Stress Reinforcement of Trash Rack Based on ANSYS
An elastic normal stress reinforcement method based on ANSYS is proposed to obtain a more accurate and scientific reinforcement method,which can improve the tensile strength of reinforced concrete structures,and save project costs.The waste rack frame structure of a water inlet and outlet in a certain place is selected as an example.The stress on the connecting beam section is extracted.The code-based small eccentric tension reinforcement method and the AN-SYS-based elastic normal stress reinforcement method are used to perform reinforcement calculations.It is found that the elastic normal stress reinforcement method based on ANSYS is based on the structure.The steel bars are distributed ac-cording to the stress distribution of the section.When the total amount of reinforcement is the same,the amount of rein-forcement in the main tension zone is greater.To further verify the rationality of the elastic normal stress reinforcement method based on ANSYS,the crack widths of reinforced concrete structures by two reinforcement methods are checked,and the crack distribution is observed with ANSYS.It is found that under the same working conditions based on ANSYS,the elastic normal stress reinforcement method has a smaller crack development width and fewer cracks in the main ten-sion zone.The concrete can withstand greater tensile stress than the small eccentric tension reinforcement method based on specifications.The research results can provide a reference for accurate reinforcement calculation of reinforced concrete structures under the same working conditions.

concretereinforcement calculationfinite element analysiscracksmall eccentric tension

云甲、赵鹏龙、李佳佳、何燕兰、杜晓奇

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天津水运工程勘察设计院有限公司,天津 300456

西安理工大学水利水电学院,陕西 西安 710048

混凝土 配筋计算 有限元 裂缝 小偏心受拉

天津水运工程勘察设计院有限公司科研创新基金项目国家重点研发计划

SJY2021102022YFB3207400

2024

水电能源科学
中国水力发电工程学会 华中科技大学 武汉国测三联水电设备有限公司

水电能源科学

CSTPCD北大核心
影响因子:0.525
ISSN:1000-7709
年,卷(期):2024.42(7)
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