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中国腐蚀与防护学报  2023, Vol. 43 Issue (6): 1399-1406     CSTR: 32134.14.1005.4537.2022.381      DOI: 10.11902/1005.4537.2022.381
  研究报告 本期目录 | 过刊浏览 |
接管管口内径对卧式反应釜接管应力状态的影响
何彬彬1, 侯宇1, 吴子轩1, 李子立1, 李桃2, 颜建伟1()
1.华东交通大学 轨道交通基础设施性能监测与保障国家重点实验室 南昌 330013
2.江西萍乡龙发实业股份有限公司 萍乡 337100
Influence of Inner Diameter of Nozzle on Stress State of Horizontal Reactor Nozzle
HE Binbin1, HOU Yu1, WU Zixuan1, LI Zili1, LI Tao2, YAN Jianwei1()
1.State Key Laboratory of Rail Transit Infrastructure Performance Monitoring and Assurance, East China Jiaotong University, Nanchang 330013, China
2.Jiangxi Pingxiang Longfa Industrial Co., Ltd., Pingxiang 337100, China
引用本文:

何彬彬, 侯宇, 吴子轩, 李子立, 李桃, 颜建伟. 接管管口内径对卧式反应釜接管应力状态的影响[J]. 中国腐蚀与防护学报, 2023, 43(6): 1399-1406.
Binbin HE, Yu HOU, Zixuan WU, Zili LI, Tao LI, Jianwei YAN. Influence of Inner Diameter of Nozzle on Stress State of Horizontal Reactor Nozzle[J]. Journal of Chinese Society for Corrosion and protection, 2023, 43(6): 1399-1406.

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摘要: 

在考虑压力荷载、温度荷载、压力/温度耦合荷载3种工况的前提下,分别建立了不同内径的接管部分有限元模型,分析了特种耐酸耐温耐压砖和Asplit HB胶泥在3种工况及不同接管管口内径下接管应力状态的三向应力分布规律,明确了接管管口在工作过程中各层结构的危险区域。结果表明:对于特种耐酸耐温耐压砖,管口半径越大,在压力荷载作用下,其径向、环向最大拉应力越大;在温度荷载作用下,其径向、轴向最大拉应力越大;在压力/温度耦合荷载作用下,其三向最大拉应力均越大。对于Asplit HB胶泥,管口半径越大,在压力荷载作用下,其轴向最大拉应力随着管口半径的增大而增大。在温度荷载作用下,其环向最大拉应力随着管口半径的增大而增大,轴向相反,最大拉应力随着管口半径的增大而减小。在压力/温度耦合荷载作用下,径向最大拉应力随着管口半径的增大而增大。

关键词 卧式反应釜接管内径有限元模型应力分析Asplit HB胶泥    
Abstract

By taking the three working loads into account, namely pressure, temperature and pressure/temperature coupling, several finite element models for pipe parts with different inner diameters were constructed respectively, and then the triaxial distribution of pipe stresses of the special acid-, temperature- and pressure-resistant brick and Asplit HB cement was analyzed by different inner diameters of pipe nozzle under three working conditions. The dangerous degree of different positions of the pipe nozzle during working process is clarified. The results show that for the special acid-, temperature- and pressure-resistant brick, the larger the radius of the pipe opening, the larger the maximum tensile stress in the radial and annular direction under the action of pressure load. Under the action of temperature load, the maximum tensile stress in radial and axial direction increases. Under the coupled pressure/temperature load, the maximum tensile stress in all three directions increases. For Asplit HB cement, the maximum axial tensile stress increases with the increase of the radius of the pipe mouth under pressure load. Under the action of temperature load, the maximum tensile stress in the annular direction increases with the increase of the tube orifice radius, while in the axial direction, the maximum tensile stress decreases with the increase of the tube orifice radius. Under the pressure/temperature coupling load, the maximum radial tensile stress increases with the increase of the orifice radius.

Key wordshorizontal reactor    tube diameter    finite element model    stress analysis    Asplit HB cement
收稿日期: 2022-12-05      32134.14.1005.4537.2022.381
ZTFLH:  TQ050.3  
基金资助:国家自然科学基金(12072112);江西省杰出青年科学基金(20202ACBL214014)
通讯作者: 颜建伟,E-mail: jianwei@mail.ustc.edu.cn,研究方向为材料结构演化多尺度分析
Corresponding author: YAN Jianwei, E-mail: jianwei@mail.ustc.edu.cn
作者简介: 何彬彬,女,1990年生,博士,讲师
图1  卧式反应釜结构及有限元模型示意图
Material

Tensile

strength MPa

Compressive

strength

MPa

Elastic modulus

GPa

Coefficient of expansion

×10-6/K

Thermal conductivity

W/(m·K)

Poisson's ratioDensity kg/m3
Steel490-620/20910.6-12.2480.37850
Special acid, temperature and pressure resistant brick2180-12022-483.0-5.41.0-2.10.2-0.322150-2600

Asplit HB

Cement

103011121.20.3-0.352000
Lead14.715.11729.3350.4211680
Diaphragm62-69≥403.1-3.362.40.2-2.20.3-0.41020
PTEF19.61-35.2119.520.28103-1140.2560.42100-2300
TA2440-620>460 (yield)11710.219.30.334506
表1  卧式反应釜各层结构性能参数
Working conditionNozzle typeRadial stress MPaAnnular stress MPaAxial stress MPaVon Mises stress MPa

Working condition I

(pressure only)

a-type9.6117.456.7620.04
b/c/f-type17.3922.046.8628.52
d-type7.7910.341.8414.28

Working condition Ⅱ

(temperature only)

a-type18.1011.2311.9948.03
b/c/f-type21.4813.1716.1857.06
d-type13.5012.027.3627.58

Working condition Ⅲ

(pressure / temperature combination)

a-type20.2023.1413.5924.52
b/c/f-type24.0624.8014.5734.22
d-type15.5120.8311.6418.35
Limit (MPa)21
表2  3种工况下3种类型管口特种耐酸耐温耐压砖不同方向应力汇总
图2  50 mm厚钢壳工况1应力分布云图
图3  a型管口特种耐酸耐温耐压砖在工况1,2和3下的应力分布云图
图4  a型管口Asplit HB胶泥在工况1,2和3下的应力分布云图
Working conditionNozzle typeRadial stress MPaAnnular stress MPaAxial stress MPaVon Mises stress MPa

Working condition I

(pressure only)

a-type12.2522.8515.6717.69
b/c/f-type14.8618.7818.5721.29
d-type12.3711.5612.5314.03

Working condition Ⅱ

(temperature only)

a-type19.2114.0818.8054.02
b/c/f-type20.6215.6813.7058.1
d-type20.9016.7115.0036.70

Working condition Ⅲ

(pressure / temperature combination)

a-type20.6820.7619.5945.90
b/c/f-type22.1622.9014.0249.36
d-type18.8810.1614.5643.35
Limit (MPa)10
表3  3种工况下3种类型管口Asplit HB胶泥不同方向应力汇总
Structure typeNozzle typeRadial stress / MPaAnnular stress / MPaAxial stress / MPa
TA2a-type-199.48-60.25-235.38-34.83-238.75-33.77
b/c/f-type-205.31-65.87-231.30-45.70-236.79-49.91
d-type-178.61-68.24-265.90-45.72-264.79-34.77
Diaphragma-type-26.42-14.80-28.88-3.32-29.59-3.73
b/c/f-type-25.65-16.37-27.36-3.12-29.54-4.12
d-type-24.18-14.87-24.75 - -1.65-27.34 - -1.45
PTEFa-type-5.68 - -0.41-7.67 - -0.49-7.53 - -0.78
b/c/f-type-5.06 - -0.39-6.58 - -0.51-6.35 - -0.72
d-type-6.28 - -1.04-8.74 - -1.10-8.49 - -1.29
Leada-type-36.02-13.25-19.77-36.41-41.73-0.37
b/c/f-type-37.92-26.84-30.98-60.52-47.25-15.80
d-type-41.37-2.75-25.21-38.00-51.51-0.51
表4  工况3下3种类型管口TA2、隔膜、聚四氟乙烯和铅层各向应力汇总
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