Experimental and numerical investigation of seismic performance of prefabricated double-column piers used in accelerated bridge construction
G Zhang, S Su, Q Han, K Xu, Z Li, X Du - Engineering Structures, 2023 - Elsevier
The socket connection has been considered to be an effective connection for accelerated
bridge construction (ABC) due to its promising advantages, ie, higher construction tolerance …
bridge construction (ABC) due to its promising advantages, ie, higher construction tolerance …
An Experimental Study on the Bond–Slip Relationship between Rebar and Ultra-High-Performance Concrete Grouted in Bellows
Z Wang, X Zheng, Q Wang, Q Wang - Buildings, 2023 - mdpi.com
Ultra-high-performance concrete (UHPC)-filled duct connection is an innovative solution for
joining assembled structures, in which the anchorage performance of the rebar and UHPC …
joining assembled structures, in which the anchorage performance of the rebar and UHPC …
Quasi-static tests of full-scale precast canopy beam-column joints with UHPC-filled grouted corrugated ducts connection
S Su, G Zhang, Q Han, L Xu, D Zhou, X Du - Journal of Building …, 2024 - Elsevier
The traditional reinforced concrete canopy using cast-in-place (CIP) technology, is
associated with problems such as long construction period, high environmental pollution …
associated with problems such as long construction period, high environmental pollution …
Research on cyclic behavior of precast bridge piers with ECC-socket connections
J Ma, W Xu, J Wang, D Zhou, Y Sun, L Hou… - Engineering Structures, 2024 - Elsevier
Precast bridge piers with socket connections (SCPs) have been widely studied and certainly
applied in recent years. To reduce the punching failure of socket connections, decrease their …
applied in recent years. To reduce the punching failure of socket connections, decrease their …
Seismic behavior of precast CFST double-column piers with various connection types
ZL Zhang, X Li, CX Zhang, YS Sun - Journal of Constructional Steel …, 2024 - Elsevier
To investigate suitable connection details for precast CFST double-column piers, three
specimens were subjected to low cyclic loading tests. The primary research variables …
specimens were subjected to low cyclic loading tests. The primary research variables …
Seismic Performance of Steel-Reinforced High Strength Concrete Joints Considering Bond Slip Effect
W Liu, J Guo - Buildings, 2024 - mdpi.com
This study presents a solution for push-out failure for the staged bond-slip constitutive
relationship between the structural steel and high strength concrete, taking into account the …
relationship between the structural steel and high strength concrete, taking into account the …
An Experimental Study on the Bond-Slip Relationship between Rebar and the UHPC Grouted in Bellows
Z Wang, X Zheng, Q Wang, Q Wang - 2023 - preprints.org
The UHPC grouted bellow is an innovative technology for connecting assembled buildings,
where the anchorage performance of the rebar and UHPC filled in bellows plays a critical …
where the anchorage performance of the rebar and UHPC filled in bellows plays a critical …