STUDY ON SHEAR BEHAVIOUR AND TRANSFER CAPACITY IN PLAIN PRECAST CONCRETE CONNECTION WITH DIFFERENT WIDTHES

Wet QI; Eiji MAKITANI; Akira MIZUKAMI; Shuang XIE

doi:10.3130/aijs.67.147_2

STUDY ON SHEAR BEHAVIOUR AND TRANSFER CAPACITY IN PLAIN PRECAST CONCRETE CONNECTION WITH DIFFERENT WIDTHES

Journal of Structural and Construction Engineering (Transactions of AIJ) ◽

10.3130/aijs.67.147_2 ◽

2002 ◽

Vol 67 (560) ◽

pp. 147-154 ◽

Cited By ~ 1

Author(s):

Wet QI ◽

Eiji MAKITANI ◽

Akira MIZUKAMI ◽

Shuang XIE

Keyword(s):

Precast Concrete ◽

Shear Behaviour

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Shear behaviour of hollow precast concrete-composite structures

Materials and Structures ◽

10.1617/s11527-021-01618-9 ◽

2021 ◽

Vol 54 (2) ◽

Author(s):

Usama Al-Fakher ◽

Allan Manalo ◽

Wahid Ferdous ◽

Omar Alajarmeh ◽

Thiru Aravinthan ◽

...

Keyword(s):

Composite Structures ◽

Precast Concrete ◽

Shear Behaviour

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Investigation of Shear Behaviour of Vertical Joints Between Precast Concrete Wall Panels

Advances in Structural Engineering ◽

10.1007/978-81-322-2187-6_176 ◽

2015 ◽

pp. 2323-2332 ◽

Cited By ~ 2

Author(s):

Aparup Biswal ◽

A. Meher Prasad ◽

Amlan K. Sengupta

Keyword(s):

Precast Concrete ◽

Shear Behaviour ◽

Concrete Wall ◽

Wall Panels

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Shear Performance of Optimized-Section Precast Slab with Tapered Cross Section

Sustainability ◽

10.3390/su11010163 ◽

2018 ◽

Vol 11 (1) ◽

pp. 163 ◽

Cited By ~ 3

Author(s):

Hyunjin Ju ◽

Sun-Jin Han ◽

Hyo-Eun Joo ◽

Hae-Chang Cho ◽

Kang Kim ◽

...

Keyword(s):

Cross Section ◽

Design Method ◽

Precast Concrete ◽

Bending Moment ◽

Shear Behaviour ◽

Element Analysis ◽

Cross Sectional ◽

Shear Design ◽

Shear Performance ◽

And Performance

The optimized-section precast slab (OPS) is a half precast concrete (PC) slab that highlights structural aesthetics while reducing the quantity of materials by means of an efficient cross-sectional configuration considering the distribution of a bending moment. However, since a tapered cross section where the locations of the top and bottom flanges change is formed at the end of the member, stress concentration occurs near the tapered cross section because of the shear force and thus the surrounding region of the tapered cross section may become unintentionally vulnerable. Therefore, in this study, experimental and numerical research was carried out to examine the shear behaviour characteristics and performance of the OPS with a tapered cross section. Shear tests were conducted on a total of eight OPS specimens, with the inclination angle of the tapered cross section, the presence of topping concrete and the amount of shear reinforcement as the main test variables and a reasonable shear-design method for the OPS members was proposed by means of a detailed analysis based on design code and finite-element analysis.

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