Article
Engineering, Civil
Guo-biao Lou, Jing Hou, Hong-hui Qi, Fang-xin Li, Zhan-hui Song, Guo-qiang Li
Summary: This paper experimentally investigated the thermal expansion of 1860 MPa steel wires and prestress loss of twisted wire strands and parallel wire strands at elevated temperatures. The results showed that EC2 underestimates the thermal strain and the prestress loss increases with temperature. The cable types have little influence on the final prestress loss ratio.
ENGINEERING STRUCTURES
(2023)
Article
Engineering, Civil
Serdar Selamet, Abdullah Yusuf Ozer, Kerem Bulut Ildan
Summary: This paper investigates the fire performance of suspender cables used in long-span suspension bridges. The experimental results show that the unprotected cables failed within 3-8 minutes in the fire tests but still sustained the load at 400 degrees Celsius. Therefore, it is necessary to apply fire protection on the cables to keep their temperature below 400 degrees Celsius.
ENGINEERING STRUCTURES
(2023)
Article
Construction & Building Technology
Maofeng Chen, Xuan Lu, Zhubing Zhou, Yong Du, Xiuli Xu, Xuehong Li
Summary: This study investigates the mechanical properties of galvanized parallel wire strands used in long-span suspension bridges at elevated temperatures and after cooling. The results show that the mechanical properties of the parallel wire strands deteriorate with increasing temperature, especially for higher strength grades. Additionally, moderate tension during heating and cooling stages has a beneficial effect on residual strength. Mathematical models are proposed to establish stress-strain equations and degradation equations for the wire strands. These findings are important for analyzing fire resistance and assessing post-fire damage in cable systems of large-span bridges.
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
(2024)
Article
Construction & Building Technology
Guojun Sun, Shuo Xiao, Xiushu Qu
Summary: The study focuses on the deformation behavior of Galfan-coated steel strands at elevated temperatures. Through experimental tests and mathematical modeling, the relationship between temperature, stress, and deformation was investigated, providing insights into the mechanical properties of the steel strands under different thermal conditions.
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
(2021)
Article
Engineering, Geological
Hongdan Yu, Weizhong Chen, Yongshang Ma, Xianjun Tan, Jianping Yang
Summary: An understanding of the creep behavior of clayey rocks is crucial for various applications in geological phenomena. This research conducted long-term triaxial compressive tests on a typical clayey rock, confirming its high creep potential beyond the creep threshold. The analysis indicated that two effects, strengthening and damage, accompany the creep process. A novel constitutive model considering cohesion and consolidation was developed, and laws reflecting strength and damage during creep were established and applied. Numerical simulations verified the superiority of the theoretical model.
ROCK MECHANICS AND ROCK ENGINEERING
(2023)
Article
Materials Science, Multidisciplinary
David Frazer, Benjamin Shaffer, Bowen Gong, Pedro Peralta, Jie Lian, Peter Hosemann
Summary: The current challenges with uranium dioxide fuel degradation, specifically fuel swelling, cracking, and fission gas release, reduce the operational lifespan of commercial reactors. To prolong the lifespan of UO2 fuel, it is important to understand the mechanical properties of the high burnup structure that forms during the fuel cycle. Testing techniques like nanoindentation can be used to measure properties such as hardness, elastic modulus, and creep in UO2 samples with different microstructures. Test results show that different microstructures exhibit varying creep mechanisms, with nanocrystalline UO2 showing limited to no creep and samples with higher dislocation defect densities having lower creep stress exponents.
JOURNAL OF NUCLEAR MATERIALS
(2021)
Article
Engineering, Civil
Kun Liu, Wei Chen, Jihong Ye, Jian Jiang, Wenwen Chen, Bin Liu, Changzheng Xu
Summary: This paper investigates the creep behavior of cold-formed steel (CFS) at elevated temperatures, focusing on 1.0 mm thick G550 CFS. The results show distinct differences in creep curves between G550 CFS and Q550/Q690 hot-rolled high-strength steel. A steady-state creep rate expression and critical temperature concept for G550 CFS are proposed, indicating the onset of tertiary creep. Additionally, the study predicts transient-state test strain at 500°C for G550 CFS and examines its impact on strain results.
Article
Mechanics
Yawei Fang, Zhi Fang, Daobin Huang, Zhengwen Jiang, Xuhong Zhou
Summary: The study found that elevated-temperature exposure has a negative impact on the mechanical performance of CFRP wires, with reduced tensile and bending performance as well as decreased indicators in transverse load tests. Reduction functions were established and formulas for predicting post-elevated temperature transverse failure responses were proposed based on experimental results, which also verified the applicability of previously established failure criteria.
COMPOSITE STRUCTURES
(2021)
Article
Materials Science, Multidisciplinary
Rihua Yang, Yiming Yang, Xuhui Zhang, Xinzhong Wang, Cemal Basaran, Janice Barton
Summary: This study investigates the secondary transfer performances of residual prestress after the anchoring failure of end-anchored steel wire strands due to corrosion fracture. The effects of factors such as concrete strength, stirrup area, and the length of the component on the secondary transfer length of residual prestress are discussed. A prediction model of the effective stress transfer length of prestressed steel wire strand after failure is proposed. The results show that residual prestress can have a secondary transfer, but some effective prestress may be lost, and the loss is inversely proportional to concrete compressive strength. The proposed calculation method of the secondary transfer length has a relatively high accuracy.
Article
Construction & Building Technology
Yue Liang, Wei Chen, Nicolas Burlion, Jianfu Shao
Summary: This study investigates the creep deformations of concrete materials under thermal-mechanical-hydric conditions, finding that the basic creep strain rate is influenced by temperature and differential stress, and drying creep deformation is directly correlated with mass loss kinetics.
MATERIALS AND STRUCTURES
(2021)
Article
Construction & Building Technology
M. S. Mojibi, M. Shariq, A. Masood, F. Mahdi, H. Abbas
Summary: In this experimental study, the axial load capacity of concrete containing high volume fly ash (HVFA) after elevated temperature heating was estimated. It was observed that the compression behavior of fly ash concrete was better than that of plain concrete after heating at elevated temperature. Analytical models were proposed for estimating the residual load capacity of HVFA concrete columns after exposure to elevated temperature.
CONSTRUCTION AND BUILDING MATERIALS
(2023)
Article
Engineering, Civil
Wei Chen, Ruili Shen
Summary: An accurate theoretical formula for calculating the temperature field of parallel wire strands is established and verified in this paper. The research shows that the temperature distribution of parallel wire strand sections is non-uniform, with significant temperature gradients in the inner wires.
KSCE JOURNAL OF CIVIL ENGINEERING
(2021)
Article
Materials Science, Multidisciplinary
Lei Liu, Rui Li, Hao Qin, Wei Sun
Summary: The study found that temperature and confining pressure significantly affect the dynamic compressive strength of limestone, with strength increasing first and then decreasing with temperature rise, and increasing with increases in confining pressure.
Article
Engineering, Geological
Yingchao Gao, Shu Jiang, Jiahai Xie, Wei Wei, Qinghui Jiang
Summary: Multi-stage shear creep experiments were conducted to investigate the shear creep characteristics of joints under wetting-drying cycles. The investigation revealed that increasing wetting-drying cycles led to a porous and disintegrated microstructure of joints, resulting in increased shear deformation and steady-creep rate, and decreased failure strength and long-term strength. A new fractional-order damage creep model of joints considering wetting-drying cycles was proposed based on the experimental results.
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES
(2023)
Article
Engineering, Geological
Zhikai Dong, Yinping Li, Haoran Li, Ziheng Wang, Xilin Shi, Xiangsheng Chen, Qingfeng Lu
Summary: Constructing salt cavern gas storage in the ultra-deep strata of over 2000 m in depth is a crucial strategic development in China. This paper conducted triaxial creep tests and synchronous acoustic emission monitoring on rock salt under multi-stage temperatures to examine the impact of temperature on its creep behavior. The results indicate that higher temperature leads to shorter transient creep duration and a higher steady-state creep rate. Moreover, temperature rise initiates volume dilatation creep and generates more microcracks. This research enhances the understanding of the creep properties of ultra-deep rock salt and provides essential insights for the design, construction, and operation of gas storage salt caverns.
ROCK MECHANICS AND ROCK ENGINEERING
(2023)