

China Mechanical Engineering ›› 2026, Vol. 37 ›› Issue (10): 2428-2437.DOI: 10.3969/j.issn.1004-132X.2026.10.005
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ZHAN Chenhan1,2(
), YIN Fangchen1,2(
), KONG Kai1,2, WU Songyuan1,2
Received:2025-11-30
Online:2026-10-25
Published:2026-11-10
Contact:
YIN Fangchen
詹晨涵1,2(
), 尹方辰1,2(
), 孔凯1,2, 吴崧源1,2
通讯作者:
尹方辰
作者简介:詹晨涵,男,2001年生,硕士研究生。研究方向为硬脆材料绿色加工。E-mail: spikelevi@163.com基金资助:CLC Number:
ZHAN Chenhan, YIN Fangchen, KONG Kai, WU Songyuan. Modeling and Tension Characteristic Analysis of Low-carbon Sawing System for Large Stone Slabs[J]. China Mechanical Engineering, 2026, 37(10): 2428-2437.
詹晨涵, 尹方辰, 孔凯, 吴崧源. 石材大板低碳切割系统建模及张力特性分析[J]. 中国机械工程, 2026, 37(10): 2428-2437.
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URL: https://www.cmemo.org.cn/EN/10.3969/j.issn.1004-132X.2026.10.005
| 物理量 | 数值 |
|---|---|
| 主辊电机总转动惯量J9/(kg·m2) | 0.0187 |
| 主辊电机转矩常数Kt9/(N·m·A-1) | 0.87 |
| 主辊电机反电动势系数Ke9/(V·(rad/s)-1) | 1.146 |
| 主辊电机电感L9/H | 0.0074 |
| 主辊电机电阻R9/Ω | 2.03 |
| 主辊总黏性摩擦因数b9/(N·s·m-1) | 0.01 |
| 罗拉轮绕线半径r9/m | 0.04 |
| 切割线的弹性模量E/MPa | 100 |
| 切割线的横截面积A/m2 | 0.000 000 16 |
| 时间常数C | 5.6 |
| 切割线直径d/m | 0.000 45 |
Tab.1 Simulation parameters of the main roller module
| 物理量 | 数值 |
|---|---|
| 主辊电机总转动惯量J9/(kg·m2) | 0.0187 |
| 主辊电机转矩常数Kt9/(N·m·A-1) | 0.87 |
| 主辊电机反电动势系数Ke9/(V·(rad/s)-1) | 1.146 |
| 主辊电机电感L9/H | 0.0074 |
| 主辊电机电阻R9/Ω | 2.03 |
| 主辊总黏性摩擦因数b9/(N·s·m-1) | 0.01 |
| 罗拉轮绕线半径r9/m | 0.04 |
| 切割线的弹性模量E/MPa | 100 |
| 切割线的横截面积A/m2 | 0.000 000 16 |
| 时间常数C | 5.6 |
| 切割线直径d/m | 0.000 45 |
| 切割线 | 仿真均值/N | 仿真标准差/N | 实验均值/N | 实验标准差/N | 决定系数R2 | 均方根误差/N | 相关系数r |
|---|---|---|---|---|---|---|---|
| F1 | 29.399 | 1.948 | 29.618 | 1.441 | 0.511 | 1.006 | 0.715 |
| F5 | 12.572 | 3.131 | 12.486 | 4.285 | 0.891 | 1.408 | 0.944 |
| F9 | 18.961 | 3.357 | 19.054 | 4.258 | 0.801 | 1.896 | 0.895 |
| F13 | 26.392 | 1.358 | 26.363 | 1.334 | 0.617 | 0.825 | 0.785 |
Table.2 Comparison of simulated and measured data for wire tension
| 切割线 | 仿真均值/N | 仿真标准差/N | 实验均值/N | 实验标准差/N | 决定系数R2 | 均方根误差/N | 相关系数r |
|---|---|---|---|---|---|---|---|
| F1 | 29.399 | 1.948 | 29.618 | 1.441 | 0.511 | 1.006 | 0.715 |
| F5 | 12.572 | 3.131 | 12.486 | 4.285 | 0.891 | 1.408 | 0.944 |
| F9 | 18.961 | 3.357 | 19.054 | 4.258 | 0.801 | 1.896 | 0.895 |
| F13 | 26.392 | 1.358 | 26.363 | 1.334 | 0.617 | 0.825 | 0.785 |
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