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Articles by Ruinian Jiang
Axial compressive performance and load‐carrying capacity of hybrid reinforced concrete columns with a built‐in spiral stirrup core
DATA AVAILABILITY STATEMENT The data that support the findings of this study are available on request from the corresponding author. The data are not publicly available due to privacy or ethical restrictions. REFERENCES 1, . Design of RC columns using glass FRP reinforcement. J Compos Constr. 2013; 17(3): 294–304. 2, , . Durability assessment and behavior under axial load of circular GFRP-RC piles conditioned in severe simulated marine environment. Eng Struct. 2021; 249:113376. 3, , , , , .
Pd‐Catalyzed Vicinal Difunctionalization of Carboranes with Benzoxazoles, Indoles and Anilines
Supporting Information As a service to our authors and readers, this journal provides supporting information supplied by the authors. Such materials are peer reviewed and may be re-organized for online delivery, but are not copy-edited or typeset. Technical support issues arising from supporting information (other than missing files) should be addressed to the authors.
Nondestructive In Situ Imaging of Preexisting Cracks in a Concrete Bridge Using Ultrasonic Coda Wave
Abstract This paper presents an in-situ study of imaging cracks in the Berwick Bay Bridge nondestructively by the application of an inverse algorithm to ultrasonic coda wave measurements. Using only five sensors to collect coda signals, we have monitored a 100×70×33cm3 volume of the bridge subjected to a sequence of static load tests, without prior knowledge of cracks.
Detecting Stress Changes and Damage in Full-Size Concrete T-Beam and Slab with Ultrasonic Coda Waves
Downloaded 0 times Technical Papers Abstract This article describes the use of coda wave measurements in a network of transducers for detecting stress changes and damage in large concrete structures. The applicability of the presented method is examined by performing four-point bending tests independently on two full-size concrete structures; i.e., a 6-m reinforced slab made in laboratory and a 30-m T-beam removed from a bridge after being in service for 15 years.
Ductile Fracture Characterization of A36 Steel and Comparative Study of Phenomenological Models
Downloaded 106 times Technical Papers Abstract To better predict ductile fracture (DF) of structural steels under complicated stress states, the DF of an A36 steel was experimentally and numerically investigated within a wide range of stress states. Meanwhile, a scanning electron microscope (SEM) analysis was performed to shed more light on the DF microscopic mechanism of the material tested.
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