Numerical algorithm of reinforced concrete lining cracking process for pressure tunnels

Zhang Wei; Dai Beibing; Liu Zhen; Zhou Cuiying

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Numerical algorithm of reinforced concrete lining cracking process for pressure tunnels

机译：压力隧洞钢筋混凝土衬砌开裂过程的数值算法

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Purpose The cracking of a reinforced concrete lining has a significant influence on the safety and leakage of pressure tunnels. This study aims to develop, validate and apply a numerical algorithm to simulate the lining cracking process during the water-filling period of pressure tunnels.

机译：目的钢筋混凝土衬砌的开裂对压力隧道的安全性和泄漏有重大影响。本研究旨在开发，验证和应用数值算法来模拟压力隧道注水期间的衬砌开裂过程。

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来源
《Engineering Computations》 |2018年第1期|91-107|共17页
作者
Zhang Wei; Dai Beibing; Liu Zhen; Zhou Cuiying;
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作者单位

South China Agr Univ, Coll Water Conservancy & Civil Engn, Guangzhou, Guangdong, Peoples R China;

Sun Yat Sen Univ, Res Ctr Geotech Engn & Informat Technol, Guangzhou, Guangdong, Peoples R China;

Sun Yat Sen Univ, Res Ctr Geotech Engn & Informat Technol, Guangzhou, Guangdong, Peoples R China;

Sun Yat Sen Univ, Res Ctr Geotech Engn & Informat Technol, Guangzhou, Guangdong, Peoples R China;

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收录信息美国《科学引文索引》(SCI);美国《工程索引》(EI);
原文格式 PDF
正文语种 eng
中图分类
关键词
Numerical simulation; Cracking; Lining; Pressure tunnel; Water pressure on crack surfaces;

机译：数值模拟裂缝衬砌压力隧道裂缝表面水压;
入库时间 2022-08-18 02:15:10

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1. Concrete crack reduction in tunnel linings by steel fibre-reinforced concretes [J] . N. Buratti, B. Ferracuti M. Savoia Construction and Building Materials . 2013,第jula期

机译：钢纤维增强混凝土减少隧道衬砌中的混凝土裂缝
2. Lining seam elimination algorithm and surface crack detection in concrete tunnel lining [J] . Qu Zhong, Bai Ling, An Shi-Quan, Journal of electronic imaging . 2016,第6期

机译：混凝土隧道衬砌衬缝消除算法及表面裂缝检测
3. Scaling laws for shaking table testing of reinforced concrete tunnels accounting for post-cracking lining response [J] . Antoniou Maria, Nikitas Nikolaos, Anastasopoulos Ioannis, Tunnelling and underground space technology . 2020,第Jula期

机译：钢筋混凝土隧道占型后裂解衬砌回应占钢筋混凝土隧道的尺度规律
4. Longitudinal cracks in pressure tunnels: Numerical modelling and structural behaviour of passive pre-stressed concrete linings [C] . T.D.Y.F. Simanjuntak, M. Marence, A.E. Mynett, Numerical methods in geotechnical engineering . 2014

机译：压力隧道的纵向裂缝：被动预应力混凝土衬砌的数值模型和结构特性
5. Post-cracking behavior of reinforced concrete deep beams: A numerical fracture investigation of concrete strength and beam size. [D] . Riveros, Guillermo A. 2005

机译：钢筋混凝土深梁的开裂后行为：混凝土强度和梁尺寸的数值断裂研究。
6. Numerical validation data of tensile stress zones and crack zones in bamboo reinforced concrete beams using the Fortran PowerStation 4.0 program [O] . Muhtar 2020

机译：使用Fortran PowerStation 4.0程序对竹骨钢筋混凝土梁中的张应力区域和裂缝区域进行数值验证的数据
7. Scaling laws for shaking table testing of reinforced concrete tunnels accounting for post-cracking lining response [O] . Maria Antoniou, Nikolaos Nikitas, Ioannis Anastasopoulos, 2020

机译：钢筋混凝土隧道占型后裂解衬砌回应占钢筋混凝土隧道的尺度规律

Numerical algorithm of reinforced concrete lining cracking process for pressure tunnels

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