Beam-column joints in continuous RC frames: Comparison between cast-in-situ and precast solutions

M Breccolotti, S Gentile, M Tommasini… - Engineering …, 2016 - Elsevier
The use of precast reinforced concrete elements is rapidly increasing since this technique
has several advantages over traditional cast-in-situ structural members such as lower …

Tensile behavior of UHPC wet joints for precast bridge deck panels

J Jia, Z Ren, Y Bai, J Li, B Li, Y Sun, Z Zhang… - Engineering …, 2023 - Elsevier
Precast bridge deck panels (PBDPs) have been widely used in bridge engineering in the
past decade. However, as the crucial part of connecting adjacent precast members, wet …

Tests and limit analysis of loop connections between precast concrete elements loaded in tension

HB Joergensen, LC Hoang - Engineering Structures, 2013 - Elsevier
This paper deals with loop connections loaded in tension. Such connections; also known as
U-bar joints, are frequently used in practice to establish continuity between precast deck …

Seismic behavior of innovative precast hybrid steel reinforced concrete beam-column connections

M Guan, J Xiao, Y Wang, Y Zhang, Z Liang… - Journal of Constructional …, 2023 - Elsevier
This study proposed an innovative partially precast steel reinforced concrete (PPSRC) beam-
column connection and experimentally investigated its seismic performance. Four full-scale …

Development of a new connection for precast concrete walls subjected to cyclic loading

R Vaghei, F Hejazi, H Taheri, MS Jaafar… - Earthquake Engineering …, 2017 - Springer
Abstract The Industrialized Building System (IBS) was recently introduced to minimize the
time and cost of project construction. Accordingly, ensuring the integration of the connection …

Flexural capacity assessment of precast deck joints based on deep forest

X Wang, Y Liu, A Chen, X Ruan - Structures, 2022 - Elsevier
The bending performance of the precast deck system in accelerated bridge construction
(ABC) is highly dependent on the flexural capacity of wet joints between decks, whereas …

Flexural behaviour of improved joint details connecting pre-cast bridge decks

B Han, Z Zuo, J Di, F Qin - Engineering Structures, 2021 - Elsevier
The joints between pre-cast concrete slabs contribute to the construction of continuously
reinforced concrete slabs using pre-cast elements, thus considerably reducing the overall …

Flexural behavior of wet panel-to-panel groove-and-tongue joints provided with lapped U-bars

A Dong, Z Li, B Rong, C Wang, Z Wang, H Xu - Engineering Structures, 2024 - Elsevier
A comprehensive experimental campaign was carried out to investigate the flexural
behavior of wet joints provided with lapped U-bars connecting two precast concrete panels …

Flexural behaviour of headed bar connections between precast concrete panels

JP Vella, RL Vollum, A Jackson - Construction and Building Materials, 2017 - Elsevier
The use of headed bars in joints between precast concrete elements allows continuity of
reinforcement to be achieved over very short splice lengths. The paper describes a series of …

Tensile capacity of loop connections grouted with concrete or mortar

JH Sørensen, LC Hoang, JF Olesen… - Magazine of Concrete …, 2017 - icevirtuallibrary.com
This paper presents a study of grout failure in symmetric U-bar loop connections loaded in
tension, with focus on the performance of two grouting materials–concrete and mortar. The …