In this work, a detailed three-dimensional (3D) nonlinear finite element model is developed to study the response and predict the behavior of precast hybrid beam–column connection …
T Ding, J Xiao, Q Zhang… - Advances in Structural …, 2018 - journals.sagepub.com
This article presents an extensive overview of state of the art in design and testing of design for deconstruction concrete connections for concrete elements by reviewing and discussing …
Low-cycle fatigue life of Grade 300E and 500E reinforcing bars including the effect of buckling is evaluated. Low-cycle fatigue tests are carried out on un-machined specimens …
Accelerated bridge construction (ABC) has become increasingly popular in the eyes of state and federal transportation agencies because of its numerous advantages. To effectively …
Z Xie, Y Chen - Construction and Building Materials, 2021 - Elsevier
The cyclic tests are referred to as the basis of the investigation of the hysteretic behaviors in various loading histories. Regardless of the conventional loading protocols mainly on the …
W Li, Q Wang, H Qu, Y Xiang, Z Li - Structures, 2022 - Elsevier
Under severe disasters, the longitudinal rebars in the plastic hinge areas of concrete structures are prone to sustain significant buckling and then suffer low-cycle fatigue, due to …
X Xue, F Wang, N Wang, J Hua, W Deng - Buildings, 2024 - search.proquest.com
The prediction of the low-cycle fatigue life of bimetallic steel bars (BSBs) is essential to promote the engineering application of BSBs. However, research on the low-cycle fatigue …
A comprehensive experimental study was carried out to examine the low-cycle fatigue performance of ASTM A1035 Grade 690 rebars under cyclic-strain reversals with total strain …
Z Sun, Y Tang, Y Luo, G Wu… - International Journal of …, 2017 - Wiley Online Library
The factory‐produced steel‐fiber reinforced polymer composite bar (SFCB) is a new kind of reinforcement for concrete structures. The manufacturing technology of SFCB is presented …