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Impact resistance performance of precast reinforced concrete barriers with grouted sleeve and steel angle-to-plate connections
H Zhao, Z **e, B Yang, L Li, R Wang, W Chen - Engineering Structures, 2024 - Elsevier
This study presents the experimental and numerical investigations on the impact resistance
of precast reinforced concrete (RC) barriers with grouted sleeve and steel angle-to-plate …
of precast reinforced concrete (RC) barriers with grouted sleeve and steel angle-to-plate …
A review on the assessment methods of bridge against ship collision
MC Xu, T Wang, J Pan - Thin-Walled Structures, 2024 - Elsevier
In the past several decades, many approaches for assessing the impact load, dynamic
response and safety of bridge against ship collision have been developed. The purpose of …
response and safety of bridge against ship collision have been developed. The purpose of …
Experimental and numerical study on influence of impact mass and velocity on failure mode of RC columns under lateral impact
Reinforced concrete (RC) structures may encounter impact loads during service life, such as
vehicle collisions, ship strikes, and explosions. Limited existing impact tests on RC columns …
vehicle collisions, ship strikes, and explosions. Limited existing impact tests on RC columns …
Dynamic shear strength of precast connection with UHPC-based and traditional grouted sleeves: Test, simulation, and analytical formulas
W Fan, H Su, W Sun, L Chen, H Wang - Engineering Structures, 2025 - Elsevier
Dynamic shear strength is critical for ensuring the integrity of prefabricated structures with
grouted sleeve connections under dynamic loads such as impacts and earthquakes …
grouted sleeve connections under dynamic loads such as impacts and earthquakes …
Performance of precast concrete bridge piers with grouted sleeve connections against vehicle impact
W Zhao, H Feng, J Ye, J Qian - Structures, 2022 - Elsevier
The bridge failure caused by vehicle impact is a great potential traffic danger. According to
the new trend of bridge industrialization construction, this study aims to explore the dynamic …
the new trend of bridge industrialization construction, this study aims to explore the dynamic …
[HTML][HTML] Influence of arch action on load-carrying capacity of double-sized industrial precast slabs: A combined numerical and experimental study
The precast industry offers slab panels of different geometries according to the field
conditions. These slab panels are popular in temporary constructions and beneficial in …
conditions. These slab panels are popular in temporary constructions and beneficial in …
[HTML][HTML] Experimental and analytical modeling of flexural impact strength of preplaced aggregate fibrous concrete beams
Preplaced aggregate fibrous concrete (PAFC) is a revolutionary kind of concrete composite
that is gaining popularity and attracting the interest of academics from across the world …
that is gaining popularity and attracting the interest of academics from across the world …
Experimental and numerical investigations of the impact resistance of socket and pocket connections for precast bridge columns
Z Luo, Y Wang - Structures, 2024 - Elsevier
This study investigates the dynamic performance of precast bridge columns under pendulum
impact testing, including socket connection, pocket connection, and cast-in-place (CIP) …
impact testing, including socket connection, pocket connection, and cast-in-place (CIP) …
Impact resistance and performance of precast shear walls with various connections under axial and lateral loads
This study conducted pendulum impact tests on three precast concrete (PC) shear wall
specimens with various connection types and one cast-in-situ reinforced concrete (RC) …
specimens with various connection types and one cast-in-situ reinforced concrete (RC) …
Experimental and numerical investigation on the dynamic performance of cast-in-place and precast hollow ultra-high piers under longitudinal impact
J Wang, W Xu, J Wang, Y Chen, X Huang, H Sun… - Thin-Walled …, 2025 - Elsevier
The probability of bridge piers, particularly cast-in-place hollow ultra-high piers (CIPUHPs)
and precast hollow ultra-high piers connected with grouted sleeves (PCUHP-GSs), being …
and precast hollow ultra-high piers connected with grouted sleeves (PCUHP-GSs), being …