Zobrazeno 1 - 10
of 46
pro vyhledávání: '"Zhou-Dao Lu"'
Publikováno v:
Structures. 42:417-433
Publikováno v:
Advances in Materials Science and Engineering, Vol 2017 (2017)
A numerical simulation was conducted to investigate the local buckling behaviour of the bolted steel plates in steel jacketing technique. The numerical model was firstly validated by the results of a previous experimental study. Then a parametric stu
Externí odkaz:
https://doaj.org/article/c28b68eab8784b1da994e44d76541d4a
Publikováno v:
Journal of Structural Engineering. 148
Publikováno v:
In Procedia Engineering 2011 11:541-549
Publikováno v:
Construction and Building Materials. 341:127692
Publikováno v:
Journal of Materials in Civil Engineering. 32
This research developed an ultra-high-performance engineered cementitious composite (UHP-ECC), which combines the properties of strain-hardening, multiple cracking, and high mechanical stre...
Publikováno v:
Cement and Concrete Composites. 93:218-234
The direct tensile properties of ultra-high performance engineered cementitious composites (UHP-ECC) were investigated under a range of strain rates from 0.0001 to 0.05 s−1 in this study. Three kinds of polyethylene fibers with different fiber aspe
Publikováno v:
Composite Structures. 189:9-26
This paper investigates the flexural performance of a series of RC beams externally bonded with carbon fiber-reinforced polymer (CFRP) grid-reinforced engineered cementitious composite (ECC) matrix. A total of 15 RC beams, including three control and
Publikováno v:
Construction and Building Materials. 158:217-227
Ultra-high performance engineered cementitious composites (UHP-ECC), which combines the strain-hardening and multiple crack characteristics and the high strength of mortar matrix, was investigated in this study. The tensile strength and elongation of
Publikováno v:
Composite Structures. 162:294-307
This paper presents results of an experimental program in which basalt and carbon fiber-reinforced polymer (FRP) sheets are used as confining jackets to enhance the seismic performance of square reinforced concrete (RC) columns with inadequate transv