Time-varying compressive properties and constitutive model of EPDM rubber materials for tunnel gasketed joint

被引:40
作者
Gong, Chenjie [1 ,2 ]
Xie, Chaoran [1 ]
Zhu, Hehua [2 ]
Ding, Wenqi [2 ]
Song, Jianrong [3 ]
Ge, Yangyang [3 ]
机构
[1] Cent South Univ, Sch Civil Engn, Changsha 410075, Peoples R China
[2] Tongji Univ, Coll Civil Engn, Shanghai 200092, Peoples R China
[3] Beijing Oriental Yuhong Waterproof Technol Co Ltd, State Key Lab Special Funct Waterproof Mat, Beijing 101111, Peoples R China
基金
中国国家自然科学基金;
关键词
Tunnel gasketed joint; EPDM rubber; Stress relaxation; Constitutive model; Long -term performance prediction; SHIELD TUNNELS; BEHAVIOR; PERFORMANCE;
D O I
10.1016/j.conbuildmat.2024.136734
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The stress relaxation of ethylene propylene diene monomer (EPDM) rubber material in a compressed state significantly increases the risk of water leakage at tunnel precast segmental joints. Additionally, EPDM rubber gaskets typically experience a complex precompression strain state, further complicating the prediction of longterm stress relaxation. Therefore, it is imperative to propose a novel constitutive model that realistically reflects the stress relaxation of rubber with arbitrary precompression strain, providing a reference for the long -term waterproof design of shield tunnels. In this study, the time-varying properties of EPDM rubber at material level were studied in detail. At first, a comprehensive set of accelerated aging tests were conducted on EPDM rubber samples with varying precompression strains. The hardening effect of rubber without precompression and the stress relaxation effect of rubber with precompression were explored. The time-varying law and mechanism governing rubber properties under these two effects were analyzed. Subsequently, a conversion relationship between the EPDM rubber test conditions and the actual service time was established. The predicted hardening coefficient for uncompressed EPDM after 100 years is 1.468, whereas the relaxation coefficient for compressed EPDM is 0.359. Comparative analysis revealed that the compression set index do not consider the beneficial effects of hardening, resulting in a 54.1% overestimation of the design water pressure. Finally, the analytical study on the constitutive model of EPDM rubber material was carried out. The error in compression curve for unaged sample obtained from empirical formulas exceeded three times that of the analytical model, underscoring the need to study time-varying constitutive models. An interpolation method was employed to extend the test curve, leading to the development of a new constitutive model that represents the stress relaxation characteristics of EPDM materials under arbitrary precompression strain states. By combining the proposed constitutive model with the time - temperature conversion relationship, the time-varying expressions of the constitutive parameters for relaxation and hardening effects during the service life were derived. In comparison with existing models, the proposed model demonstrates wider applicability, effectively captures the time-varying characteristics of EPDM materials under arbitrary precompression strains, offering an efficient approach for studying the long -term stress relaxation prediction of rubber gaskets in shield tunnels under complex precompression strain states.
引用
收藏
页数:14
相关论文
共 46 条
[1]  
AL-Oqla FM, 2023, Emerging Science Journal, V7, P1863, DOI [10.28991/esj-2023-07-06-02, 10.28991/ESJ-2023-07-06-02, DOI 10.28991/ESJ-2023-07-06-02]
[2]   A 3-DIMENSIONAL CONSTITUTIVE MODEL FOR THE LARGE STRETCH BEHAVIOR OF RUBBER ELASTIC-MATERIALS [J].
ARRUDA, EM ;
BOYCE, MC .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 1993, 41 (02) :389-412
[3]   Investigation on Existing Tunnel Response to Piles Construction: A Numerical Study [J].
Ayasrah, Mo'men ;
Fattah, Mohammed Y. ;
Hamood, Mohammed J. .
CIVIL ENGINEERING JOURNAL-TEHRAN, 2023, 9 :202-216
[4]   Time-dependent modeling and experimental characterization of foamed EPDM rubber [J].
Buchen, Stefan ;
Kroeger, Nils Hendrik ;
Reppel, Thomas ;
Weinberg, Kerstin .
CONTINUUM MECHANICS AND THERMODYNAMICS, 2021, 33 (04) :1747-1764
[5]   A review on plant fiber reinforced thermoset polymers for structural and frictional composites [J].
Chaudhary, Vijay ;
Ahmad, Furkan .
POLYMER TESTING, 2020, 91
[6]   The relationship between crosslink system, network structure and material properties of carbon black reinforced EPDM [J].
Dijkhuis, Kuno A. J. ;
Noordermeer, Jacques W. M. ;
Dierkes, Wilma K. .
EUROPEAN POLYMER JOURNAL, 2009, 45 (11) :3300-3310
[7]   Development and application of the integrated sealant test apparatus for sealing gaskets in tunnel segmental joints [J].
Ding, Wenqi ;
Gong, Chenjie ;
Mosalam, Khalid M. ;
Soga, Kenichi .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2017, 63 :54-68
[8]  
Gent A.N., 2012, ENG RUBBER DESIGN RU
[9]   A facile strategy for high mechanical performance and recyclable EPDM rubber enabled by exchangeable ion crosslinking [J].
Gong, Chang ;
Cao, Jiakai ;
Guo, Minghui ;
Cai, Shuangyu ;
Xu, Peikuan ;
Lv, Jin ;
Li, Chengjie .
EUROPEAN POLYMER JOURNAL, 2022, 175
[10]   Performance-based design of joint waterproofing of segmental tunnel linings using hybrid computational/experimental procedures [J].
Gong, Chenjie ;
Ding, Wenqi ;
Mosalam, Khalid M. .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2020, 96