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恒定和循环内压下PCCP离散断丝破坏研究
Study on discrete broken wires failure of PCCP under constant and cyclic internal pressure
2025年第1期
预应力钢筒混凝土管(PCCP);恒定内压;循环内压;离散断丝;原型试验;数值模拟
Prestressed concrete cylinder pipe(PCCP); Constant internal pressure; Cyclic internal pressure; Discrete broken wire; Prototype test; Numerical simulation
2025年第1期
10.19761/j.1000-4637.2025.01.041.08
水利部重大科技项目(SKS-2022111);陕西省自然科学基础研究计划——引汉济渭联合基金项目(2019JLZ-14)。
窦铁生1,董晓农1,*,柳立兵2,董 鹏3,李炎隆4,宁靖华5,黎康平4
1.中国水利水电科学研究院 流域水循环模拟与调控国家重点实验室,北京 100038;2.北京市水务建设管理事务中心,北京 100036;3.陕西省引汉济渭工程建设有限公司,陕西 西安 710010;4.西安理工大学 西北旱区生态水利国家重点实验室,陕西 西安 710048;5.中国电建集团山东电力管道工程有限公司,山东 济南 250117

窦铁生1,董晓农1,*,柳立兵2,董 鹏3,李炎隆4,宁靖华5,黎康平4

窦铁生,董晓农,柳立兵,等.恒定和循环内压下PCCP离散断丝破坏研究[J].混凝土与水泥制品,2025(1):41-47,52.

DOU T S,DONG X N,LIU L B,et al.Study on discrete broken wires failure of PCCP under constant and cyclic internal pressure[J].China Concrete and Cement Products,2025(1):41-47,52.

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摘   要:以恒定内压下预应力钢筒混凝土管(PCCP)的离散断丝破坏原型试验为参照,在断丝过程中考虑了循环内压作用,模拟了频繁经历停水和再通水的管体遭遇持续断丝直至破坏的全过程,建立了基于整圈删除断丝的数值模型,并与试验结果进行了对比。结果表明:相较于恒定内压,循环内压会使钢丝断口的扩展时间显著提前,使离散断丝更早地环向汇聚;基于整圈删除断丝数值模型计算得到的管体破坏时的离散断丝数为130根,断丝率为42.9%;试验测得的循环和恒定内压下管体破坏时的离散断丝数分别140根和185根,断丝率分别为46.2%和61.1%。 Abstract: Based on the prototype test of discrete broken wire failure of prestressed concrete cylinder pipe(PCCP) under constant internal pressure, the cyclic internal pressure was considered during the wire breakage process. The entire process of the pipe body experiencing continuous wire breakage until failure due to frequent water stoppages and restarts was simulated. A numerical model based on whole circumference removal of broken wires was established and compared with the experimental results. The results show that compared to constant internal pressure, cyclic internal pressure significantly advances the extension time of the steel wire fracture, causing the discrete broken wires to converge in the circumferential direction earlier. The number of discrete broken wires during pipe failure calculated based on the numerical model of whole circumference removal of broken wires is 130, with a wire breakage rate of 42.9%. The number of discrete broken wires measured during cyclic and constant internal pressure pipe failure are 140 and 185, respectively, with wire breakage rates of 46.2% and 61.1%.
英文名 : Study on discrete broken wires failure of PCCP under constant and cyclic internal pressure
刊期 : 2025年第1期
关键词 : 预应力钢筒混凝土管(PCCP);恒定内压;循环内压;离散断丝;原型试验;数值模拟
Key words : Prestressed concrete cylinder pipe(PCCP); Constant internal pressure; Cyclic internal pressure; Discrete broken wire; Prototype test; Numerical simulation
刊期 : 2025年第1期
DOI : 10.19761/j.1000-4637.2025.01.041.08
文章编号 :
基金项目 : 水利部重大科技项目(SKS-2022111);陕西省自然科学基础研究计划——引汉济渭联合基金项目(2019JLZ-14)。
作者 : 窦铁生1,董晓农1,*,柳立兵2,董 鹏3,李炎隆4,宁靖华5,黎康平4
单位 : 1.中国水利水电科学研究院 流域水循环模拟与调控国家重点实验室,北京 100038;2.北京市水务建设管理事务中心,北京 100036;3.陕西省引汉济渭工程建设有限公司,陕西 西安 710010;4.西安理工大学 西北旱区生态水利国家重点实验室,陕西 西安 710048;5.中国电建集团山东电力管道工程有限公司,山东 济南 250117

窦铁生1,董晓农1,*,柳立兵2,董 鹏3,李炎隆4,宁靖华5,黎康平4

窦铁生,董晓农,柳立兵,等.恒定和循环内压下PCCP离散断丝破坏研究[J].混凝土与水泥制品,2025(1):41-47,52.

DOU T S,DONG X N,LIU L B,et al.Study on discrete broken wires failure of PCCP under constant and cyclic internal pressure[J].China Concrete and Cement Products,2025(1):41-47,52.

摘要
参数
结论
参考文献
引用本文

摘   要:以恒定内压下预应力钢筒混凝土管(PCCP)的离散断丝破坏原型试验为参照,在断丝过程中考虑了循环内压作用,模拟了频繁经历停水和再通水的管体遭遇持续断丝直至破坏的全过程,建立了基于整圈删除断丝的数值模型,并与试验结果进行了对比。结果表明:相较于恒定内压,循环内压会使钢丝断口的扩展时间显著提前,使离散断丝更早地环向汇聚;基于整圈删除断丝数值模型计算得到的管体破坏时的离散断丝数为130根,断丝率为42.9%;试验测得的循环和恒定内压下管体破坏时的离散断丝数分别140根和185根,断丝率分别为46.2%和61.1%。

Abstract: Based on the prototype test of discrete broken wire failure of prestressed concrete cylinder pipe(PCCP) under constant internal pressure, the cyclic internal pressure was considered during the wire breakage process. The entire process of the pipe body experiencing continuous wire breakage until failure due to frequent water stoppages and restarts was simulated. A numerical model based on whole circumference removal of broken wires was established and compared with the experimental results. The results show that compared to constant internal pressure, cyclic internal pressure significantly advances the extension time of the steel wire fracture, causing the discrete broken wires to converge in the circumferential direction earlier. The number of discrete broken wires during pipe failure calculated based on the numerical model of whole circumference removal of broken wires is 130, with a wire breakage rate of 42.9%. The number of discrete broken wires measured during cyclic and constant internal pressure pipe failure are 140 and 185, respectively, with wire breakage rates of 46.2% and 61.1%.

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(1)PCCP离散断丝破坏规律可归纳为两方面:①砂浆、断丝和管芯的相互作用规律,钢丝断口随断丝数的演变是该规律的外在表现;②管体最终破坏规律,其取决于管芯预压应力的保有量。
(2)相比于恒定内压,循环内压降低了砂浆与管芯之间的黏结力,使离散断丝断口显著扩大的时机明显提前。钢丝断口突然扩大意味着离散断丝环向汇聚,此后管体预压应力的保有量仅与断丝密度有关。
(3)基于整圈删除断丝的数值模拟忽略了砂浆握裹力,对离散断丝的模拟结果低于试验结果,基本不能反映恒定内压下的离散断丝试验结果,与循环内压下的离散断丝试验结果相差不大。对比集中和离散断丝模拟结果可知,离散断丝能分散管芯预应力的损失区域,显著增大管体破坏所需的断丝数。

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窦铁生,董晓农,柳立兵,.恒定和循环内压下PCCP离散断丝破坏研究[J].混凝土与水泥制品,2025(1):41-47,52.

DOU T S,DONG X N,LIU L B,et al.Study on discrete broken wires failure of PCCP under constant and cyclic internal pressure[J].China Concrete and Cement Products,2025(1):41-47,52.

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