Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Shao-ping Meng"'
Publikováno v:
Journal of Building Engineering. 68:106181
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::da57d9235d88569877a30fa7bc248cbb
https://doi.org/10.1016/j.jobe.2023.106181
https://doi.org/10.1016/j.jobe.2023.106181
Autor:
Gabriel Sas, Xiao-chuan Qin, Natalia Sabourova, Thomas Blanksvärd, Lennart Elfgren, Yongming Tu, Cao Dafu, Shao-ping Meng, Niklas Grip, Ulf Ohlsson
Publikováno v:
Construction and Building Materials. 125:892-904
The pore structure of the hardened concrete and the microscopic changes of a few selected pores throughout the freeze-thaw test were investigated by a method combining RapidAir and digital metalloscope. Traditional tests were also performed to evalua
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::192f2cf49c3792484030b9e59317508f
https://doi.org/10.1016/j.conbuildmat.2016.08.098
https://doi.org/10.1016/j.conbuildmat.2016.08.098
Autor:
Xiao-chuan Qin, Ulf Ohlsson, Thomas Blanksvärd, Lennart Elfgren, Niklas Grip, Cao Dafu, Natalia Sabourova, Shao-ping Meng, Yongming Tu
Publikováno v:
Structure and Infrastructure Engineering. 12:159-170
Prestressed concrete structures are considered to be reliable and durable. However, their long-term performance when subjected to frost attack is still unclear. In this work, experiments were carried out to evaluate the prestress losses in post-tensi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4b9bd3887ab163dddcacf6f8b350c086
https://doi.org/10.1080/15732479.2014.998241
https://doi.org/10.1080/15732479.2014.998241
Publikováno v:
Advances in Structural Engineering. Aug2010, Vol. 13 Issue 4, p641-649. 9p. 1 Black and White Photograph, 4 Diagrams, 4 Charts.
Publikováno v:
Applied Mechanics and Materials. :1420-1425
The eccentric discharge of stored solids in squat silos has caused many failures, especially that in metal silos. However, these failures are poorly interpreted by specialists. In particular, the lateral pressure distribution on vertical wall couldn
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ee0c196ba32eb4f24c8ac69b6acfbb1c
https://doi.org/10.4028/www.scientific.net/amm.226-228.1420
https://doi.org/10.4028/www.scientific.net/amm.226-228.1420
Publikováno v:
Structural Engineering and Mechanics. 43:459-473
Post-tensioned concrete voided slab girders are widely used in highway bridge constructions. To obtain greater section hollow rate and reduce the self-weight, the plate thickness of slab girders are designed to be small with the adoption of flat anch
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6aa80b69466a44d83d07a62821cf0f82
https://doi.org/10.12989/sem.2012.43.4.459
https://doi.org/10.12989/sem.2012.43.4.459
Autor:
Shao Ping Meng, Qing Song Li
Publikováno v:
Advanced Materials Research. :3320-3327
The research conducts the numerical analysis of the fatigue performance of precracked concrete beams strengthened with prestressed CFRP, establishing the static analysis model (SM) and fatigue analysis model (FM) respectively, examining the change of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3391288cd44724656e343cfed60cb370
https://doi.org/10.4028/www.scientific.net/amr.250-253.3320
https://doi.org/10.4028/www.scientific.net/amr.250-253.3320
Autor:
Hongyuan Tang, Shao Ping Meng
Publikováno v:
Advanced Materials Research. :1866-1870
Through experiment study on full scale segmental model of Huaian bridge pylon, the stress distribution in the segmental model under the U shaped tendons and the horizontal load was measured. At the same time, the critical cracking load and the coeffi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::91f867243ddac1f00a1d29cc68a649f2
https://doi.org/10.4028/www.scientific.net/amr.243-249.1866
https://doi.org/10.4028/www.scientific.net/amr.243-249.1866
Autor:
Shao Ping Meng, Hongyuan Tang
Publikováno v:
Advanced Materials Research. :901-905
Through the analysis of the stress distribution in anchorage zone of bridge pylon with different placements of tendon, the placement with the equal coefficient of anti-crack in both sides is proposed. At the same time, several models whose outsides a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dcb076d3b0a622b38cfab8b2c44eb46f
https://doi.org/10.4028/www.scientific.net/amr.255-260.901
https://doi.org/10.4028/www.scientific.net/amr.255-260.901
Publikováno v:
Advanced Materials Research. :1935-1939
Based on OpenSEES, nonlinear beam-column element based on fiber model and considered nonlinear shear deformation was used to simulate wall limb; zero-length elements were used to simulate action of prestressing tendon and connecting reinforcement in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::76678401747aecf21ed7e12afc244a92
https://doi.org/10.4028/www.scientific.net/amr.163-167.1935
https://doi.org/10.4028/www.scientific.net/amr.163-167.1935