scholarly journals Chloride Distribution and Steel Corrosion in a Concrete Bridge after Long-Term Exposure to Natural Marine Environment

Materials ◽  
2020 ◽  
Vol 13 (17) ◽  
pp. 3900 ◽  
Author(s):  
Jun Liu ◽  
Zhilu Jiang ◽  
Yulong Zhao ◽  
Hao Zhou ◽  
Xiaodong Wang ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Marine Environment ◽  
Chloride Transport ◽  
Steel Corrosion ◽  
Concrete Bridge ◽  
Reinforced Concrete Structure ◽  
X Ray Diffraction ◽  
Tidal Zone ◽  
X Ray

Chloride-induced steel corrosion is the most concerning issue for the durability of concrete structures. Concrete and steel samples were obtained from a 30-year-old reinforced concrete bridge. The chloride content was measured by a potentiometric titration method and the microstructure of concrete was obtained by scanning electron microscopy and mercury intrusion porosimetry. The rust phases of the steel were detected by X-ray diffraction and Raman analysis. It was found that the convection depth for chloride transport in cracked concrete was significantly larger than that in uncracked concrete. The concrete in a pier column facing upstream had greater porosity due to the water impact and calcium leaching. The coefficients of variability of chloride diffusivity of concrete for the bridge deck and the pier column were significantly different. Rust phases including lepidocrocite, goethite, akaganeite, magnetite, and maghemite were detected using Raman spectroscopy and X-ray diffraction. The major phases of steel rust in the atmospheric zone were lepidocrocite and goethite, while they were lepidocrocite and maghemite in the tidal zone. The results of this study would provide information concerning the chloride-induced steel corrosion under a marine environment in order to predict long-term behaviors of a reinforced concrete structure.

FE Evaluation of Reinforced Concrete Bridge Decks with Glass-FRP Composite Bars

2016 ◽  
Vol 723 ◽  
pp. 776-781 ◽  
Author(s):  
Jian Wei Huang ◽  
Jonathan Davis
Keyword(s):  
Reinforced Concrete ◽  
Bridge Decks ◽  
Three Dimensional ◽  
Steel Corrosion ◽  
Concrete Bridge ◽  
Design Strength ◽  
Gfrp Bars ◽  
Concrete Bridge Decks ◽  
Gfrp Bar

In order to resolve the steel corrosion problem in bridge decks, glass fiber reinforced polymer (GFRP) has been recommended as a substitute to the conventional steel reinforcement in bridge decks. However, the use of GFRP bars in bridge decks is still limited by several concerns, including the long-term durability of GFRP bars in the concrete under sustained loadings. Literature review showed that the tensile strength reduction of the GFRP bar should be governed by the sustained stress level in the GFRP bar. In this regard, a GFRP reinforced concrete deck was simulated in this paper, aiming to investigate the sustained stress levels in the GFRP bars through three dimensional finite element (FE) modeling. Per AASHTO LRFD specifications, one lane loaded and two lane loaded cases were examined to identify the maximum tensile strains in the internal GFRP bars subjected to dead loads and HL-93 design loadings. The FE results showed that the maximum tensile stresses in GFRP bars under service loads were less than 1% of the GFRP design strength, which implied that the GFRP bars could have excellent long-term performance in real concrete bridge decks.

scholarly journals Evaluación de la acción del fuego en una estructura de hormigón armado mediante XRD, SEM y Espectroscopía infrarroja

2013 ◽  
Vol 3 (1) ◽  
pp. 29-38
Author(s):  
Susana B. Gea ◽  
P. D. Chacón
Keyword(s):  
Electron Microscopy ◽  
Scanning Electron Microscopy ◽  
Infrared Spectroscopy ◽  
Reinforced Concrete ◽  
Reinforced Concrete Structure ◽  
X Ray Diffraction ◽  
Electronic Microscopy ◽  
X Ray ◽  
Identidad Nacional ◽  
Scanning Electron

RESUMENEl Monumento a los Héroes de la Independencia situado en Humahuaca (norte de Argentina) es una obra inaugurada en 1950 que representa magníficamente las razas autóctonas y europeas que conforman la identidad nacional. Las esculturas de bronce de 40t se encuentran sustentadas por una estructura de hormigón armado, la cual incluye instalaciones adecuadas para vivienda de un cuidador. El subsuelo de esta vivienda sufrió la acción de un incendio cuya carga y tiempo de duración se desconocen. A fin de evaluar los efectos en el hormigón producidos por el fuego, fueron tomadas muestras de un sector de la estructura que luego fueron analizadas por diversas técnicas: difracción por rayos X, microscopía electrónica de barrido y espectroscopia infrarroja. El estudio permitió inferir la temperatura a la que estuvieron sometidas las muestras analizadas y la profundidad alcanzada por el daño. Se proponen los pasos a seguir para evaluar la totalidad de la estructura.Palabras Clave: hormigón armado; fuego; microscopía electrónica; difracción por rayos X; espectroscopia infrarroja.ABSTRACTThe Monument to the Independence Heroes in Humahuaca (northern Argentina) was built in 1950 and represents magnificently the native and European people which shape the national identity. A reinforced concrete structure bears the bronze sculptures of 40tons and includes a dwelling for the monument keeper. The basement of this dwelling underwent a fire whose load and duration are unknown. A few samples from a sector of the structure were taken in order to assess the effects that fire produced in the concrete. They were analyzed by different techniques: X-ray diffraction, scanning electron microscopy and infrared spectroscopy. The study allowed to infer the temperature experimented by the analyzed samples and the depth of the damage. The following steps to assess the whole structure are proposed.Keywords: reinforced concrete; fire; electronic microscopy; X-ray diffraction; infrared spectroscopy.

scholarly journals PARÂMETROS AMBIENTAIS E MATERIAIS QUE AFETAM A PENETRAÇÃO DE CLORETOS EM ESTRUTURAS DE CONCRETO – ESTUDO DE CASO DA ILHA DOS ARVOREDOS

2017 ◽  
Vol 13 (1) ◽  
Author(s):  
Carlos Eduardo Tino Balestra ◽  
Maryangela Geimba de Lima ◽  
Ronaldo A. Medeiros-Junior ◽  
Ana Julia Alves Egg Monteiro
Keyword(s):  
Reinforced Concrete ◽  
Fluorescence Spectroscopy ◽  
Marine Environment ◽  
Concrete Structures ◽  
Design Stage ◽  
Reinforced Concrete Structures ◽  
Tidal Zone ◽  
Wetting And Drying ◽  
X Ray

RESUMO: A corrosão das armaduras induzida por cloretos é um dos principais problemas relacionados à degradação de estruturas de concreto armado em ambiente marinho. Desta forma, este artigo apresenta uma compilação e discussão dos principais parâmetros ambientais e materiais que influenciam na penetração de cloretos em estruturas de concreto presentes neste ambiente. Além disso, como estudo de caso, ensaios de espectroscopia de fluorescência de Raios-X em amostras de concreto foram realizados em pontos de algumas estruturas presentes em diferentes zonas de agressividade marinha. As conclusões deste trabalho mostram que a degradação de uma estrutura pode ser evitada desde a etapa de projeto e que há um grande número de variáveis ambientais e materiais que afetam o processo. Esse trabalho contribui para a evolução do conhecimento sobre estruturas que sofrem degradação natural, expostas ao ambiente marinho. Os ensaios de espectroscopia de fluorescência de Raios-X mostraram que, sob uma perspectiva da corrosão, a zona de variação de maré é a mais agressiva às estruturas de concreto armado. Os ciclos de molhagem e secagem aos quais a zona de variação de maré está sujeita contribuem para acelerar a penetração dos cloretos no concreto. Portanto, de acordo com o tipo de zona marinha onde as estruturas podem estar presentes, o nível de agressividade quanto à corrosão induzida por cloretos é variável.
 
 ABSTRACT: The reinforcement corrosion induced by chlorides is one of the main problems related to the degradation of reinforced concrete structures in marine environment. Thus, this paper presents a compilation and discussion of key environmental and materials parameters that influence the chloride penetration in concrete structures present in this environment. Furthermore, as a case study, Fluorescence Spectroscopy X-ray testing of concrete samples were made in points of structures presents in different marine aggressive zones. The conclusions of this study show that degradation of a structure can be prevented from the design stage and that there are a large number of environmental and materials variables involved. This paper contributes to knowledge evolution about structures with natural degradation that are exposed to the marine environment. The X-ray fluorescence spectroscopy experiments showed that, from a perspective of corrosion, tidal zone is the most aggressive zone to reinforced concrete structures. The wetting and drying cycles contribute to accelerate the penetration of the chlorides into the concrete. Therefore, according to the type of marine zone where structures may be present, the level of aggressiveness for chloride-induced corrosion is variable.

scholarly journals Enhancing carbonation and chloride resistance of autoclaved concrete by incorporating nano-CaCO3

2020 ◽  
Vol 9 (1) ◽  
pp. 998-1008
Author(s):  
Guo Li ◽  
Zheng Zhuang ◽  
Yajun Lv ◽  
Kejin Wang ◽  
David Hui
Keyword(s):  
Cement Hydration ◽  
Mercury Intrusion Porosimetry ◽  
Hardened Concrete ◽  
Optimal Dosage ◽  
Hydration Products ◽  
X Ray Diffraction ◽  
Carbonation Depth ◽  
X Ray ◽  
Chloride Resistance

AbstractThree nano-CaCO3 (NC) replacement levels of 1, 2, and 3% (by weight of cement) were utilized in autoclaved concrete. The accelerated carbonation depth and Coulomb electric fluxes of the hardened concrete were tested periodically at the ages of 28, 90, 180, and 300 days. In addition, X-ray diffraction, thermogravimetry, and mercury intrusion porosimetry were also performed to study changes in the hydration products of cement and microscopic pore structure of concrete under autoclave curing. Results indicated that a suitable level of NC replacement exerts filling and accelerating effects, promotes the generation of cement hydration products, reduces porosity, and refines the micropores of autoclaved concrete. These effects substantially enhanced the carbonation and chloride resistance of the autoclaved concrete and endowed the material with resistances approaching or exceeding that of standard cured concrete. Among the three NC replacement ratios, the 3% NC replacement was the optimal dosage for improving the long-term carbonation and chloride resistance of concrete.

Test and Study on Impact of Corrosion on Bond Force between Steel and Concrete

2010 ◽  
Vol 36 ◽  
pp. 176-181
Author(s):  
Xian Feng He ◽  
Shou Gang Zhao ◽  
Yuan Bao Leng
Keyword(s):  
Reinforced Concrete ◽  
Corrosion Rate ◽  
Concrete Structure ◽  
Steel Corrosion ◽  
Reinforced Concrete Structure ◽  
Bond Force ◽  
Steel Bars ◽  
Protection Layer ◽  
Corrosion Of Steel ◽  
The Impact

The corrosion of steel will have a bad impact on the safety of reinforced concrete structure. In severe cases, it may even be disastrous. In order to understand the impact of steel corrosion on the structure, tests are carried out to study corrosion and expansion rules of steel bars as well as the impact rules of corrosion on bond force between steel and concrete. The results show that wet and salty environment will result in steel corrosion; relatively minor corrosion will not cause expansion cracks of protection layers; when steel rust to a certain extent, it will cause cracks along the protection layer; when there exists minor corrosion in steel and the protection layer does not have expansion cracks, the bond force is still large and rapidly decreases as the corrosion rate increases.

Long-term Room Temperature Instability in Thermal Conductivity of InGaZnO Thin Films

MRS Advances ◽  
2016 ◽  
Vol 1 (22) ◽  
pp. 1631-1636 ◽  
Author(s):  
Boya Cui ◽  
D. Bruce Buchholz ◽  
Li Zeng ◽  
Michael Bedzyk ◽  
Robert P. H. Chang ◽  
...  
Keyword(s):  
Thin Films ◽  
Thermal Conductivity ◽  
Room Temperature ◽  
Storage Time ◽  
Laser Deposition ◽  
Low Oxygen ◽  
X Ray Diffraction ◽  
3Ω Method ◽  
X Ray

ABSTRACTThe cross-plane thermal conductivities of InGaZnO (IGZO) thin films in different morphologies were measured on three occasions within 19 months, using the 3ω method at room temperature 300 K. Amorphous (a-), semi-crystalline (semi-c-) and crystalline (c-) IGZO films were grown by pulsed laser deposition (PLD), followed by X-ray diffraction (XRD) for evaluation of film quality and crystallinity. Semi-c-IGZO shows the highest thermal conductivity, even higher than the most ordered crystal-like phase. After being stored in dry low-oxygen environment for months, a drastic decrease of semi-c-IGZO thermal conductivity was observed, while the thermal conductivity slightly reduced in c-IGZO and remained unchanged in a-IGZO. This change in thermal conductivity with storage time can be attributed to film structural relaxation and vacancy diffusion to grain boundaries.

scholarly journals Effects of Ultrasound on Zinc Oxide/Vermiculite/Chlorhexidine Nanocomposite Preparation and Their Antibacterial Activity

Nanomaterials ◽  
2019 ◽  
Vol 9 (9) ◽  
pp. 1309 ◽  
Author(s):  
Karla Čech Barabaszová ◽  
Sylva Holešová ◽  
Kateřina Šulcová ◽  
Marianna Hundáková ◽  
Barbora Thomasová
Keyword(s):  
Antimicrobial Activity ◽  
Particle Size ◽  
Zinc Oxide ◽  
Antibacterial Activity ◽  
Ultrasonic Treatment ◽  
Nanocomposite Materials ◽  
Hybrid Nanocomposite ◽  
X Ray Diffraction ◽  
X Ray

Microbial infection and biofilm formation are both problems associated with medical implants and devices. In recent years, hybrid organic-inorganic nanocomposites based on clay minerals have attracted significant attention due to their application potential in the field of antimicrobial materials. Organic drug/metal oxide hybrids exhibit improved antimicrobial activity, and intercalating the above materials into the interlayer of clay endows a long-term and controlled-release behavior. Since antimicrobial activity is strongly related to the structure of the material, ultrasonic treatment appears to be a suitable method for the synthesis of these materials as it can well control particle size distribution and morphology. This study aims to prepare novel, structurally stable, and highly antimicrobial nanocomposites based on zinc oxide/vermiculite/chlorhexidine. The influence of ultrasonic treatment at different time intervals and under different intercalation conditions (ultrasonic action in a breaker or in a Roset’s vessel) on the structure, morphology, and particle size of prepared hybrid nanocomposite materials was evaluated by the following methods: scanning electron microscopy, X-ray diffraction, energy dispersive X-ray fluorescence spectroscopy, carbon phase analysis, Fourier transforms infrared spectroscopy, specific surface area measurement, particle size analysis, and Zeta potential analysis. Particle size analyses confirmed that the ultrasonic method contributes to the reduction of particle size, and to their homogenization/arrangement. Further, X-ray diffraction analysis confirmed that ultrasound intercalation in a beaker helps to more efficiently intercalate chlorhexidine dihydrochloride (CH) into the vermiculite interlayer space, while a Roset’s vessel contributed to the attachment of the CH molecules to the vermiculite surface. The antibacterial activity of hybrid nanocomposite materials was investigated on Gram negative (Escherichia coli, Pseudomonas aeruginosa) and Gram positive (Staphylococcus aureus, Enterococcus faecalis) bacterial strains by finding the minimum inhibitory concentration. All hybrid nanocomposite materials prepared by ultrasound methods showed high antimicrobial activity after 30 min, with a long-lasting effect and without being affected by the concentration of the antibacterial components zinc oxide (ZnO) and CH. The benefits of the samples prepared by ultrasonic methods are the rapid onset of an antimicrobial effect and its long-term duration.

Synthesis of Trilaminar Core–Shell Au/α-Fe2O3@SnO2Nanocomposites and their Application for Nonenzymatic Dopamine Electrochemical Sensing

NANO ◽  
2019 ◽  
Vol 14 (11) ◽  
pp. 1950138 ◽  
Author(s):  
Sai Zhang ◽  
Shijun Yue ◽  
Jiajia Li ◽  
Jianbin Zheng ◽  
Guojie Gao
Keyword(s):  
Electron Microscopy ◽  
High Sensitivity ◽  
Electrochemical Sensing ◽  
Synthesis Process ◽  
Core Shell ◽  
X Ray Diffraction ◽  
X Ray ◽  
Long Term Stability ◽  
Transmission Electron

Au nanoparticles anchored on core–shell [Formula: see text]-Fe2O3@SnO2 nanospindles were successfully constructed through hydrothermal synthesis process and used for fabricating a novel nonenzymatic dopamine (DA) sensor. The structure and morphology of the Au/[Formula: see text]-Fe2O3@SnO2 trilaminar nanohybrid film were characterized by scanning electron microscopy (SEM), energy-dispersive X-ray spectroscopy (EDS), transmission electron microscopy (TEM) and X-ray diffraction (XRD). The electrochemical properties of the sensor were investigated by cyclic voltammetry and amperometry. The experimental results suggest that the composites have excellent catalytic property toward DA with a wide linear range from 0.5[Formula: see text][Formula: see text]M to 0.47[Formula: see text]mM, a low detection limit of 0.17[Formula: see text][Formula: see text]M (S/[Formula: see text]) and high sensitivity of 397.1[Formula: see text][Formula: see text]A[Formula: see text]mM[Formula: see text][Formula: see text]cm[Formula: see text]. In addition, the sensor exhibits long-term stability, good reproducibility and anti-interference.

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