Structural Engineering Commons^™

Experimental Calibration Of Centrally Loaded Built-Up Battened Compression Members, Ghada El-Mahdy Ph.D., P.Eng.

Civil Engineering

There is a large diversity in the requirements for designing built-up compression members between international design codes. Most codes, including the North American standards and specifications specify the use of an equivalent or modified slenderness ratio. In general, all North American standards and specifications agree on the need of using a modified slenderness ratio, but differ in the factor used to multiply the local slenderness ratio. Theoretically it is difficult to estimate the exact value of this factor, and using experimental methods does not capture the exact value of this factor either. Hence, a different approach is needed to determine …

Toward Non-Corrosion And Highly Sustainable Structural Members By Using Ultra-High-Performance Materials For Transportation Infrastructure, Shih-Ho Chao, Ashish Karmacharya

Data

Corresponding data set for Tran-SET Project No. 18STUTA01. Abstract of the final report is stated below for reference:

"This research focused on investigating a highly sustainable and efficient reinforced concrete structural member for future infrastructure by utilizing emerging high-performance materials. These materials include ultra-high-performance fiber-reinforced concrete (UHP-FRC) and corrosion-resistant high-strength fiber-reinforced polymer (FRP) bars. Four reduced scale UHP-FRC specimens were tested under large displacement reversals to prove the proposed new ductile-concrete strong-reinforcement (DCSR) design concept by fully utilizing these ultra-high-performance materials. Micro steel fibers were incorporated into three specimens and ultra-high molecular weight polyethylene fibers were blended into the fourth …

Influence Of Guayule Resin As A Bio-Based Additive On Asphalt-Rubber Binder At Elevated Temperatures, Ahmed Hemida, Magdy Abdelrahman

Civil, Architectural and Environmental Engineering Faculty Research & Creative Works

This study seeks to find the influence of replacing a portion of the asphalt–rubber binder with the bio-based material “guayule resin.” This replacement could be beneficial in terms of sustainability, economics, and environmental concerns related to the asphalt industry. Nine asphalt-rubber-guayule binders were investigated to find their rheological properties. Consecutively, the study proceeded with five selected binders being compared to the original asphalt (PG64-22). Investigations underwent whole matrices (crumb rubber modifier (CRM) residue included) and liquid phases (CRM residue extracted). Additionally, these properties were partially sought for their corresponding asphalt–rubber binders to compare and judge the contribution of the guayule …

Performance Of Drilled Shaft Under Combination Of Complicated Loads Under Hurricane Event, Jie Huang, Sazzad Bin-Shafique

Publications

This project includes experimental and numerical studies to investigate and assess the impact of vertical loads on a laterally loaded drilled shaft under various conditions. The experimental study includes lab testing and lab-scale load test to examine a drilled shaft subjected to vertical and lateral loads at a reduced scale. With the data obtained from the lab-scale testing, a numerical model was calibrated, which was used to perform a parametric study to scrutinize the effect of many possible factors such as soil stiffness, soil friction angle, and drilled shaft geometry. With all the factors considered in this study, the vertical …

Toward Non-Corrosion And Highly Sustainable Structural Members By Using Ultra-High-Performance Materials For Transportation Infrastructure, Shih-Ho Chao, Ashish Karmacharya

Publications

This research focused on investigating a highly sustainable and efficient reinforced concrete structural member for future infrastructure by utilizing emerging high-performance materials. These materials include ultra-high-performance fiber-reinforced concrete (UHP-FRC) and corrosion-resistant high-strength fiber-reinforced polymer (FRP) bars. Four reduced scale UHP-FRC specimens were tested under large displacement reversals to prove the proposed new ductile-concrete strong-reinforcement (DCSR) design concept by fully utilizing these ultra-high-performance materials. Micro steel fibers were incorporated into three specimens and ultra-high molecular weight polyethylene fibers were blended into the fourth specimen. One specimen with ASTM A1035 MMFX high-strength steel rebars, one with high-strength glass fiber reinforced polymer (GFRP) …

Properties Of High Early-Strength Type V Cement Concrete For Rapid Repair, Nader Ghafoori, Matthew O. Maler, Meysam Najimi, Ariful Hasnat

Civil and Environmental Engineering and Construction Faculty Research

This study examines the suitability of ASTM Type V cement concrete for rapid repair applications. To this end, experimental results on transport and durability properties of high earlystrength concretes using ASTM Type V cement were compared with those of a more traditional cement used for rapid repair, i.e. Type III cement. A cement content of 445 kg/m3 (750 lb/yd3 ) was maintained for all studied concretes. The experimental program included compressive strength, absorption, rapid chloride migration, corrosion resistance, and mass loss due to freezing and thawing regimes. The results of this study revealed that use of Type III and V …

Generalized Beam–Spring Model For Predicting Elastic Behavior Of Partially Composite Concrete Sandwich Wall Panels, Salam Al-Rubaye, Taylor Sorensen, Robert J. Thomas, Marc Maguire

Faculty Publications

Partially composite sandwich wall panels (SWP) have been used in the construction industry for at least twenty years. Currently there is limited codified guidance for designers of partially composite concrete SWP, but they are being designed safely and routinely. Design is often guided by the composite connector manufacturers who sell proprietary composite connectors often using a variation of truss-type matrix methods for prediction of elastic behavior of SWPs. The purpose of this paper is to quantify the accuracy of such a model in a uniform manner by developing a generalized version of these matrix models called the beam-spring model (BSM). …

Defect Detection Of Concrete Structures Through Sounding Data Analytics, Ran Cao, Anil K. Agrawal

INSPIRE-UTC Annual Meetings

Impact sounding has been recognized as an effective technique to detect delamination in concrete structures, such as concrete decks. An enormous amount of sounding data can be generated/collected by the autonomous inspection systems equipped with impactors and microphones. However, the main challenge in the practical application of this technology is the development of advanced data analysis approaches for identifying defects from impact sounding data. In this study, the empirical mode decomposition (EMD) analysis and power-spectral density (PSD) analysis are combined to extract useful features of sounding data generated by the impact hammer. It has been found that the EMD method …

Image Data Analytics To Support Engineers’ Decision-Making, Tianyi Zhao, Zhaozheng Yin, Ruwen Qin, Genda Chen

INSPIRE-UTC Annual Meetings

Robots such as drones have been leveraged to perform structure health inspection such as bridge inspection. Big data of inspection videos can be collected by cameras mounted on drones. In this project, we develop image analysis algorithms to support bridge engineers to analyze the big video data. Bridge engineers define the region of interest initially, then the algorithm retrieves all related regions in the video, which facilitates the engineers to inspect the bridge rather than exhaustively check every frame of the video. To perform this task, we propose a Multi-scale Siamese Neural Network. The network is initially trained by one-shot …

Updating Bridge Resilience Assessment Based On Corrosion And Foundation Scour Inspection Data, Yijian Zhang, Reginald Desroches, Iris Tien

INSPIRE-UTC Annual Meetings

Aging and degradation of bridge structural components due to corrosion and scour create severe safety issues in the structural system and can lead to possible bridge failures. Collecting and analyzing inspection data provide a way to monitor and assess the safety condition of bridges. This paper proposes a framework to utilize collected inspection data to assess the condition of a bridge through updating both component- and system-level fragility curves of the bridge. Particularly, collected data such as mass loss of reinforcement and depth of scour hole are utilized to update the mechanical properties of structural members in the finite element …

Distributed Strain Measurements In A Steel-Concrete Composite Floor Beam Under Multi-Point Loading At Ambient Temperature, Matthew A. Klegseth, Yi Bao, Liang Fan, Genda Chen

INSPIRE-UTC Annual Meetings

A 12.8 m-long composite floor beam consisting of a steel reinforced concrete slab with profiled metal decking supported by a W18×35 steel beam was tested under multi-point bending load at ambient temperature. Material strain and temperature were measured using fiber optic sensors. Measurements were taken along more than 150 m of fiber optic cables using Pre-Pump Pulse Brillouin Optical Time Domain Analysis (PPP-BOTDA) and Optical Frequency Domain Reflectometry (OFDR). Along the beam centerline, three strain and two temperature fiber loops were placed to characterize the strain and temperature distribution along and through the depth of the concrete slab. The neutral …

Synchro-Squeezed Adaptive Wavelet Transform And Its Application To Impact Echo Signals For Pavement Defect Detection, Hongya Qu, Titantian Li, Genda Chen

INSPIRE-UTC Annual Meetings

In this study, the recently-proposed adaptive wavelet transform (AWT) and synchro-squeezed adaptive wavelet transform (SSAWT) are introduced with their optimum transformation parameters automatically searched to derive at a desirable time-frequency representation of any dynamic response. The AWT enables the selectivity of time and frequency resolution in a domain of interest and the synchro-squeezing algorithm reduces the dispersion of a scalogram of the AWT, facilitating an accurate extraction of frequency features over time. The effectiveness of AWT is first demonstrated with an illustrative signal of four time segments covering various frequency distribution cases. In comparison with conventional wavelet transform, the AWT …

Proceedings Of The 9th International Conference On Structural Health, Monitoring Of Intelligent Infrastructure: Transferring Research Into Practice, International Society For Structural Health Monitoring Of Intelligent Infrastructure (Ishmii), Genda Chen, Sreenivas Alampalli

INSPIRE Conference Contributions

No abstract provided.

Evaluations Of Multiple Non-Destructive Techniques On Top And Bottom Surfaces Of A Reinforced Concrete Bridge Deck, Abdullah Alhaj, Hongya Qu, Haibin Zhang, Genda Chen, Neil Lennart Anderson, Evgeniy V. Torgashov

INSPIRE-UTC Annual Meetings

This study is intended to assess the integrity of a reinforced concrete bridge deck at the Missouri S&T campus using non-destructive testing (NDT) methods performed at top and bottom surfaces of the bridge deck. These utilized methods are named ground generating radar (GPR), impact echo (IE), and ultrasonic surface waves (USW). GPR was applied using 1.6 GHz and 2.5 GHz antennas to transmit and receive electromagnetic radio waves at embedded concrete reinforcement or distinct contacts between solid and loose concrete materials with different dielectric properties. Due to significant variations of the apparent depth to top of the embedded reinforcing steel …

Microwave High-Resolution 3d Sar Imaging Of Corroded Reinforcing Steel Bars In Mortar Subjected To Accelerated Electrochemical Corrosion, Chao Liu, Stephona Barker, Liang Fan, Mohammad Tayeb Ahmad Ghasr, Genda Chen, R. Zoughi

INSPIRE-UTC Annual Meetings

Corrosion of reinforcing steel bars (rebars) embedded in concrete is a significant maintenance, rehabilitation and safety issue as it relates to the overall health of concrete structures, particularly those subjected to cyclical chloride attack. Over the years several inspection methods have been used to detect and assess this corrosion with limited success. Wideband microwave imaging, using synthetic aperture radar (SAR) techniques, has shown great potential for producing 3D images of structures containing rebars. Although these investigations have shown great promise, a methodical approach to investigate the overall efficacy of this imaging technique has not yet taken place. Steel corrosion byproduct …

Assessing Moisture Content On The Surface Of Mortar Samples From Hyperspectral Imaging, Liang Fan, Abdullah Alhaj, Hongyan Ma, Genda Chen

INSPIRE-UTC Annual Meetings

Hyperspectral imaging represents an electromagnetic spectrum for each pixel in the image of a structural surface. The characteristic wavelength of the spectrum at reflectance valleys or absorption peaks can be used as a spectral feature for certain chemical detection. In this study, spectral reflectance characteristics of mortar samples are extracted to assess the reduction of moisture on the surface of mortar samples during the cement hydration process. The test results indicate that the reflectance increases and the absorbance decreases because water is reacted and less light will be absorbed during the hydration process. The average absorbance between 1923 nm and …

Thermally-Stable Passive Wireless Antenna Sensor For Strain Sensing, Dan Li, Yang Wang

INSPIRE-UTC Annual Meetings

Passive wireless antenna sensors have been studied in recent years as a novel approach for strain sensing. Electromagnetic resonance frequency of the antenna sensor, which is bonded on a base structural surface like a strain gage, depends on antenna dimension. When the dimension changes due to strain in the base structure, the wirelessly identified resonance frequency shift can be used to estimate the strain in the structure. Due to the multi-physics nature, both mechanical and dielectric properties of the antenna affect the resonance frequency. One drawback of previous antenna sensors is the relatively large resonance frequency fluctuation due to temperature …

Corrosion Induced Mass Loss Measurement Under Various Strain Levels Through Gr/Agnw-Based, Fe-C Coated Lpfg Sensors, Chanrui Guo, Liang Fan, Genda Chen

INSPIRE-UTC Annual Meetings

In this study, three Gr/AgNW-based, Fe-C coated long period fiber gratings (LPFG) corrosion sensors were prepared and tested for corrosion-induced mass loss measurements under various strain levels. Graphene grew on a copper foil using a low pressure chemical vapor deposition, was transferred to the curve surface of each LPFG sensor, and strengthened by silver nanowire (AgNW) for a more robust electroplating process of the Fe-C layer. The three Fe-C coated LPFG sensors were subjected to three different strain levels: 0, 500 and 1000 με. The sensors were immersed up to 72 hours in 3.5% w.t NaCl solution. Both optical transmission …

Uav-Based Smart Rock Positioning For Determination Of Bridge Scour Depth, Haibin Zhang, Zhaochao Li, Alec Reven, Buddy Scharfenberg, Genda Chen, Jinping Ou

INSPIRE-UTC Annual Meetings

This study aims to predict the depth of scour hole developed around a bridge pier with one smart rock. A 3-axis magnetometer was assembled on an unmanned aerial vehicle (UAV) to measure magnetic fields before and after the smart rock has been deployed as the UAV flew around the bridge pier. A 3-axis high resolution GPS unit was fixed on the UAV to ensure accurate measurements of the latitude, longitude and altitude of the magnetometer. The GPS and the magnetometer measurements were synchronized to output the coordinate and magnetic field intensity correspondingly. A simple optimization algorithm was used to predict …

Considerations For Hose Wielding Uav For Civil Infrastructure Cleaning, Blake Hament, Paul Oh

INSPIRE-UTC Annual Meetings

To expand the capabilities of a multi-rotor aerial vehicle, one or several hoses could be mounted to the vehicle. Such hoses could be used to expel compressed air or other fluid for the purpose of cleaning hard-to-reach surfaces. The main challenge in operating a hose mounted on a free-flying aerial vehicle is compensating for the reaction forces and torques the vehicle experiences as fluid leaves the hose. This paper introduces dynamic modeling for a hose mounted on a multi- rotor vehicle. It is shown that safe operating ranges can be defined in terms of hose angle and fluid PSI, with …