Zobrazeno 1 - 10
of 41
pro vyhledávání: '"Shihao Cao"'
Autor:
Songtao Lv, Dongdong Ge, Shihao Cao, Dingyuan Liu, Wenhui Zhang, Cheng-Hui Li, Milkos Borges Cabrera
Publikováno v:
Polymers, Vol 16, Iss 19, p 2782 (2024)
Fatigue performance and self-repairing activity of asphalt binders are two properties that highly influence the fatigue cracking response of asphalt pavement. There are still numerous gaps in knowledge to fill linked with these two characteristics. F
Externí odkaz:
https://doaj.org/article/ae9c5e2329b240e88c1522f2356f78f9
Autor:
Songtao Lv, Dongdong Ge, Shihao Cao, Dingyuan Liu, Wenhui Zhang, Cheng-Hui Li, Milkos Borges Cabrera
Publikováno v:
Buildings, Vol 14, Iss 2, p 311 (2024)
A full understanding of bitumen fatigue cracking behavior is extremely important as this phenomenon has a considerable influence on bituminous pavement performance. The current framework for assessing this asphalt binder property is inconsistent in r
Externí odkaz:
https://doaj.org/article/6addbb1733984d9887427716c473f55d
Publikováno v:
Frontiers in Materials, Vol 9 (2022)
Gradient nanotwinned metals exhibit extra strengthening and work hardening behaviors, which have enormous potential for engineering applications. In this study, molecular dynamics method is performed for analyzing the effects of nanotwinned structure
Externí odkaz:
https://doaj.org/article/19f0e41c6361463795483cd15dcc602e
Autor:
Songtao Lv, Dongdong Ge, Ziyang Wang, Jinping Wang, Jing Liu, Zihao Ju, Xinghai Peng, Xiyan Fan, Shihao Cao, Dingyuan Liu, Wenhui Zhang, Milkos Borges Cabrera
Publikováno v:
Materials, Vol 16, Iss 6, p 2488 (2023)
Fatigue cracking is a common form of flexible pavement distress, which generally starts and spreads through bitumen. To address this issue, self-healing elastomer (SHE) modified bitumens were elaborated to assess whether these novel materials can ove
Externí odkaz:
https://doaj.org/article/53fa861d8f3d426b9e48fa6929c5c555
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
Drying-induced cracks are an important issue for bi-block ballastless track system consisting of foundation, precast sleepers, and cast-in-place track slab, which not only significantly affects the comfortableness and safety of rapid transit railway
Externí odkaz:
https://doaj.org/article/accd48901ac346d184a5ad1394abeeb4
Publikováno v:
Materials, Vol 14, Iss 16, p 4752 (2021)
Spherically encapsulated phase change materials (PCMs) are extensively incorporated into matrix material to form composite latent heat storage system for the purposes of saving energy, reducing PCM cost and decreasing space occupation. Although the m
Externí odkaz:
https://doaj.org/article/2ec70f9b3dbd418d83ba6788caafb4ea
Publikováno v:
Journal of Modern Transportation, Vol 25, Iss 3, Pp 178-184 (2017)
Abstract To study the wheel/rail rolling contact fatigue of high-speed trains, we obtain the distribution of contact forces between wheel and rail by introducing the strain-rate effect. Based on the finite element simulation, a two-dimensional finite
Externí odkaz:
https://doaj.org/article/443fbc18031841e7a4c8dcdf625eb8e5
Publikováno v:
Materials, Vol 13, Iss 13, p 2893 (2020)
Mixed recycled aggregates (MRA) from construction and demolition waste (CDW) with high-purity and environmental performance are required for highway construction application in base layer and precast concrete curbs. The main problematic constituents
Externí odkaz:
https://doaj.org/article/448dcff0188e42fc9f0d8e80008a4d4c
Publikováno v:
Materials, Vol 12, Iss 12, p 1903 (2019)
Cool coatings are typically used to address high-temperature problems with asphalt pavements, such as rutting. However, research on the effect of the coating structure on the cooling performance remains a major challenge. In this paper, we used a thr
Externí odkaz:
https://doaj.org/article/d675d1170ac94dae9eb2bfc06b95a44b
Publikováno v:
Quality and Reliability Engineering International. 39:47-66
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b46266a70345502f314045f3fa12fcc3
https://doi.org/10.1002/qre.3216
https://doi.org/10.1002/qre.3216