Zobrazeno 1 - 10
of 81
pro vyhledávání: '"Sun Jin Han"'
Publikováno v:
Buildings, Vol 14, Iss 7, p 2060 (2024)
In structures manufactured using 3D concrete printing, cracks can easily propagate along the interface between printed layers. Therefore, it was necessary to determine the interlayer bond strength. In this study, direct shear and tensile tests were p
Externí odkaz:
https://doaj.org/article/c96e812526254d5584333c4fe1d2ea7b
Akademický článek
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Publikováno v:
Clinical & Experimental Medicine; 6/17/2024, Vol. 24 Issue 1, p1-9, 9p
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 14, Iss 1, Pp 1-11 (2020)
Abstract The current design codes discuss the effective compressive strengths of columns, which reflect a decrease in load transfer performance that can occur when columns and slabs have different concrete compressive strengths. The effective compres
Externí odkaz:
https://doaj.org/article/41dd806a39ec4779a5f1d05f010badd4
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 13, Iss 1, Pp 1-14 (2019)
Abstract The prestressed hollow-core slab (PHCS) is a precast concrete member that can maximize productivity and structural performance efficiency of concrete cross-section. For the PHCS members produced by extrusion method, however, it is difficult
Externí odkaz:
https://doaj.org/article/7f938ca0142140e5874f8fe86bcff62b
Publikováno v:
Structures. 48:1920-1931
Publikováno v:
Applied Sciences, Vol 11, Iss 23, p 11500 (2021)
In this study, full-scale fire tests and finite element (FE) analyses are conducted to investigate the fire resistance performance of hollow-core slabs (HCSs) manufactured using the extrusion method. The deflection of the HCS specimens and the temper
Externí odkaz:
https://doaj.org/article/bbe463fabb8a42db8e500248720bfa96
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 12, Iss 1, Pp 1-16 (2018)
Abstract In this study, prestressed hybrid wide flange (PHWF) composite girders were proposed, and full-scale flexural tests were conducted to evaluate their structural performances. This new proposed girder system was developed and designed to effec
Externí odkaz:
https://doaj.org/article/d9d0d44cbdb7449eba29e055654c2248
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 12, Iss 1, Pp 1-17 (2018)
Abstract In current design codes, crack control design criterion for prestressed concrete (PSC) members is stricter than conventional reinforced concrete (RC) members. In particular, it is stipulated that the net tensile stress of prestressing strand
Externí odkaz:
https://doaj.org/article/b8fcdeb36d6840c2a963bf874d96f512
Publikováno v:
Journal of Advanced Concrete Technology. 20:492-506