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夜雨聆风 > > 办公文件 > 基于ABAQUS软件的钢筋砼输水隧洞分岔口有限元分析

基于ABAQUS软件的钢筋砼输水隧洞分岔口有限元分析

当前时间： 1970-01-01 08:00:00 分类：办公文件 评论(0)
基于ABAQUS软件的钢筋砼输水隧洞分岔口有限元分析
程钢筋砼输水隧洞分岔口由主洞、支洞、检修洞以及渐变段组成，深埋地下，结构体型、外荷载复杂，常规简化模型受力分析难以准确描述其应力应变分布规律。本文基于ABAQUS软件，按照实际围岩地层及设计文件，建立细化三维有限元模型，针对不同荷载组合，对隧洞衬砌的应力分布特征进行分析及评价，并给出配筋建议
整个有限元模型建立在笛卡尔直角坐标系下，坐标系如图1所示。三维有限元整体网格及坝体细部模型见图2
隧洞分岔口具有分岔型式复杂，结构尺寸大的特点，使得砼浇筑困难,结合现场施工条件，岔洞砼拟先浇回填砼，后浇二衬砼，具体如图3所示
主洞衬砌最大主应力分布云图见图4~图7。
主洞衬砌的总体最小主应力分布云图见图8及图9。
在荷载组合Ⅱ下，花中洞衬砌最大主应力的应力分布云图见图10
在荷载组合Ⅱ下,检修洞衬砌最大主应力的应力分布云图见图11，
主洞衬砌的总体最大主应力分布云图见图12~图15。
主洞衬砌的总体最小主应力分布云图见图16图17。
花中洞衬砌的总体最大主应力分布见图18、图19。
检修洞无内水压力。衬砌整体受压，仅在检修洞衬砌与主洞回填洞口处存在最大主应力超0.45f的区域，但其值小于荷载组合Ⅱ相关区域。

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  1. CONNECT:[ UseTime:0.000467s ] mysql:host=127.0.0.1;port=3306;dbname=wenku;charset=utf8mb4
  2. SHOW FULL COLUMNS FROM `fenlei` [ RunTime:0.000637s ]
  3. SELECT * FROM `fenlei` WHERE `fid` = 0 [ RunTime:0.000307s ]
  4. SELECT * FROM `fenlei` WHERE `fid` = 63 [ RunTime:0.000272s ]
  5. SHOW FULL COLUMNS FROM `set` [ RunTime:0.000469s ]
  6. SELECT * FROM `set` [ RunTime:0.000193s ]
  7. SHOW FULL COLUMNS FROM `article` [ RunTime:0.000484s ]
  8. SELECT * FROM `article` WHERE `id` = 633517 LIMIT 1 [ RunTime:0.000378s ]
  9. UPDATE `article` SET `lasttime` = 1778917833 WHERE `id` = 633517 [ RunTime:0.001232s ]
  10. SELECT * FROM `fenlei` WHERE `id` = 64 LIMIT 1 [ RunTime:0.000217s ]
  11. SELECT * FROM `article` WHERE `id` < 633517 ORDER BY `id` DESC LIMIT 1 [ RunTime:0.000392s ]
  12. SELECT * FROM `article` WHERE `id` > 633517 ORDER BY `id` ASC LIMIT 1 [ RunTime:0.000382s ]
  13. SELECT * FROM `article` WHERE `id` < 633517 ORDER BY `id` DESC LIMIT 10 [ RunTime:0.000639s ]
  14. SELECT * FROM `article` WHERE `id` < 633517 ORDER BY `id` DESC LIMIT 10,10 [ RunTime:0.003796s ]
  15. SELECT * FROM `article` WHERE `id` < 633517 ORDER BY `id` DESC LIMIT 20,10 [ RunTime:0.000722s ]
0.108949s