Digital Commons Network^™

Post-Traumatic Stress Disorder In Veterans Returning From Combat: Impact On Social Reintegration, Rod Van Pelt

Purdue Undergraduate Research Conference

Post-traumatic stress disorder (PTSD) is a mental health condition frequently observed in soldiers and veterans.The reintegration of veterans returning from combat is a challenge that state and federal administrations, as well as civilian structures and workplaces, face routinely. Despite PTSD being a public health issue with a socioeconomic impact, non-scholarly debate is the primary source of information on the non-medical burden of PTSD. The majority of scholarly evidence focuses on PTSD primarily as a medical condition, including when addressing the problem from a socioeconomic standpoint. In fact, most of the recent scholarly evidence points to specific areas of PTSD, such …

Performance Assessment Of Blackboard® Technology Among Freshman Undergraduate Students At Purdue University, Rod Van Pelt, Tyler Lim

Purdue Undergraduate Research Conference

At Purdue, almost every student uses electronic devices to access content and perform academic activities through the Blackboard platform. This study was aimed at understanding undergraduate freshmen’ feedback on existing classroom technologies and how this information can inform improvement of platforms’ design and effectiveness. Fourteen students completed a 12-question online survey. Blackboard technology was well accepted (92%) and rated user-friendly (62%). However, approximately 30% of students reported concerns over the convenience of use (23%) or reliability of the program (8%). This study confirmed that use of technology for academic learning and tasks performance is well accepted and didn’t identify major …

Acoustic Engineering Workstation At The College Of The Ozarks, Geoffrey A. Akers, Nicolas C. White, David E. Frey

Symposium on Education in Entertainment and Engineering

The College of the Ozarks is developing the ability to provide acoustic engineering services to customers on and off-campus. The College is the only federally recognized work college with an undergraduate engineering program, which means students do not pay tuition and are assigned workstations on campus to help defray expenses and to generate income for the College. This paper addresses the purpose and administration of the workstation and how it is unique from other service-learning programs, the perceived benefits to the student workers and the engineering program, recent workstation accomplishments, lessons learned, and future plans.

Beauty In Engineering And The Performing Arts, Robert Klimek, Catherine Skokan, John Persichetti, Jonathan Cullison

Symposium on Education in Entertainment and Engineering

This paper outlines the intersection of the Performing Arts and Engineering, and methods for successful inclusion of the arts in an engineering curriculum. Through a discussion of the classic ideas of Beauty and Art, parallels are drawn between the engineering design approach and the composition / creation approach common in the arts as a means to find common ground for engaging engineering students more fully into the arts as a life-long passion and possibly a career path.

Understanding The Nuremberg Trials: An Examination Of The Use Of Live Theatre As An Educational Tool, Bingxin Fa, Amanda Mayes

Symposium on Education in Entertainment and Engineering

This study examined what impact a live theatre performance has for university students. Does a play help college students contextualize academic content? Does a play offer benefits students do not gain from textbook readings and class discussions? Survey research conducted at Purdue University suggests exposure to a live performance offers benefits for college students in their ability to understand and critically analyze the historical events they learn within their coursework. Our research indicates live theatre could assist in enhancing traditional education models at the collegiate level and should be explored further as a potential methodology to aid in student success.

Using Storytelling And Robot Theater To Develop Computational Thinking, Denise Szecsei

Symposium on Education in Entertainment and Engineering

The University of Iowa’s Robot Theater Project teaches computational thinking and promotes STEM education in the context of the performing arts. Students write scripts and program robots to give live performances on stage; over the past 5 years we have taught 122 students to program robots, and our robots have performed in front of several thousand students, teachers, and parents. In this experience report, we introduce the project, describe the framework used to coordinate the behavior of multiple robots in a scene, and discuss the challenges with live performances involving robot actors from different manufacturers. We also describe an initiative …

International Competition As Stopgap Curriculum: Case Study Of Ryerson Invitational Thrill Design Competition, Kathryn Woodcock

Symposium on Education in Entertainment and Engineering

Students aspiring to careers in the themed entertainment and attractions industry have few formal options to learn and demonstrate skills and knowledge specific to the industry. Students have shown initiative in developing extracurricular activities, and industry has reached out to offer “next generation” programs and internships. It still remains problematic for industry employers to select the best qualified students from a large pool of aspirants and for motivated candidates to stand out as highly qualified for these opportunities. The Ryerson Invitational Thrill Design Competition (RITDC) was developed to address this problem. RITDC provides learning experiences and performance evaluation with not …

Imix Exz Wall Wp Residential Basement Waterproofing, Chad Clark

Building Academy Conference

No abstract provided.

Pitfalls When Dealing With The Public, Politicians, And Project Developers, Darrin Jacobs

Building Academy Conference

Officials who work in the public sector deal with external pressures from citizens, elected officials, contractors, and developers. These groups are all trying to influence building, planning, and code enforcement officials to make sure that their particular projects are completed on their terms. Sometimes these efforts to influence are outright unethical, other times they are more subtle, but can be just a damaging to a public officials reputations. It’s important for an official who works in the public sector to recognize when they may be entering into dangerous territory and ways to avoid putting themselves in a compromising position.

Understanding And Utilizing Basic Codes, Rodney Johnson

Building Academy Conference

This presentation is designed for inspectors and design professionals, to have a basic understanding of how the various codes work together to accomplish a well designed and a safe building for the end user when completed and ready for occupancy. One code doesn’t fit all parts of the big picture of the design and inspection of the building during construction and at the final completion of the building prior to occupancy and one code does not address the future uses and maintenance of the structure without the assistance of the entire family of codes to support and complement one another.

Agricultural Rental Hall Wedding And Event Venues Party Barns, Sallie D. Fahey, Mike Wolf, Pat Grimes

Building Academy Conference

Rural event and wedding venues are all the rage, but many simply begin operation without proper code and zoning compliance. Rural property owners seldom understand that their old barn or new pole building was not built to Class 1 structure standards to allow public access, but when enforcement is initiated tearful brides and angry event planners blame local government. Other non-approved event venue owners are knowingly exceeding the limits and pushing enforcement of codes and public nuisance laws.

Experimental Investigation On Capillary Water Absorption In Discrete Planar Cracks, Licheng C. Wang, J. Bao

International Conference on Durability of Concrete Structures

Water movement is responsible for the deterioration of concrete and concrete structures, especially when distributed microcracks exist because cracks can facilitate the ingress of aggressive agents. Experiment was carried out on capillary water absorption by discrete planar cracks to clarify the effect of crack width on the transport speed of water by crack. The granite samples were used to create parallel and smooth cracks with purpose to avoid rehydration of the cement-based materials. Two granite blocks were applied to joint by glue for artificially fabricating a single parallel crack by means of ultra thin steel disc with various thicknesses of …

Damage Evaluation Of Full-Scale Rc Slab By Ultrasonic Tomography, Hiroshi Hayashida, Tamon Ueda

International Conference on Durability of Concrete Structures

There have been reports of road bridges that deteriorated after their RC slabs had been repaired. The insufficient removal of damaged materials is said to be the cause of such post-repair deterioration. Consequently, there is a call for a survey method that can detect deteriorated materials of bridges with high accuracy. Towards the development of such a method, this report focuses on ultrasonic tomography, because it can detect damage to the RC slabs of road bridges over relatively large areas. We examined the applicability of ultrasonic tomography to a method of assessing the RC slab damage by a test that …

Integrated Sensor Network For Monitoring Steel Corrosion In Concrete Structures, José Enrique Ramón-Zamora, José Manuel Gandia-Romero, Román Bataller, Ana Martínez-Ibernón, Isabel Gasch, Juan Soto

International Conference on Durability of Concrete Structures

The developed Integrated Sensor Network (ISN) allows a non-destructive monitoring of the rebar condition at different parts of the structure. The corrosion sensor allows the accurate determination of the corrosion rate (µm/year). Moreover, additional sensors are integrated in order to detect relevant changes in the concrete electrochemical condition.

The ISN has been published as an international invention patent (reference number WO 2016/177929 A1). The system is based on an economic, simple, reliable and durable technology, which makes its implementation viable on new and repaired reinforced concrete structures (RCS). Therefore, it is also possible monitoring non-accessible parts such as deep foundations …

Similarity Analysis Of Rebar Corrosion Under Different Electrochemical Accelerated Method, Chuanqing Fu, J Chen, X Jin, H Ye, Jun Zhu

International Conference on Durability of Concrete Structures

The concrete cover cracking caused by non-uniform corrosion of reinforcing bar is one of the most important reason for structure service performance degradation. The most widely used electrochemical accelerated corrosion methods include external and internal electrode methods. The reinforcement are used as anode in both methods. The different between two methods is the position of auxiliary. In external electrode method, the auxiliary is set outside the specimen, including three methods, i.e. samples whole/part submerged in saline, samples wrapped by sponge and steel mesh. The electrochemical mechanism of these four accelerated method were analyzed by using the FE software COMSOL. According …

Micro-Mechanical Analysis Of Corrosion Products Formed During Long-Term Carbonation Induced Corrosion Of Steel, Marijana Serdar, Dubravka Bjegovic, Valérie L’Hostis, Stéphane Poyet, Damien Féron

International Conference on Durability of Concrete Structures

During corrosion distinct types of corrosion products form, composed of different ratios of ferrous ions and oxide, hydroxides. Corrosion products have different physical and mechanical properties, mainly density, resistivity, volume and modulus of elasticity compared to iron. Knowing properties of corrosion products is indispensable for service life modelling of structures and can give valuable insight into the long-term corrosion propagation process. In this study micro-indentation method was used to evaluate mechanical properties of different layers formed during long-term carbonation induced corrosion of steel in concrete. Investigation was performed on three sets of reinforced concrete samples, that underwent corrosion during 50, …

An Experimental Study Of Concrete Resistivity And The Effects Of Electrode Configuration And Current Frequency On Measurement, Hayder Oleiwi, Yu Wang, Nan Xiang, Levingshan Augusthus-Nelson, Xianyi Chen, Igor Shabalin

International Conference on Durability of Concrete Structures

Electrical resistivity, a measurable parameter of the state of concrete, plays an important role in the assessment of reinforced concrete structures. An experimental study using two-electrode method has been conducted to evaluate the resistivity of Portland cement concrete. Internal and external electrodes were varied in order to understand effect of the electrodes configuration, where carbon fibre (CF) sheets were employed as the internal electrodes and CF and copper sheets were used as external electrodes. Furthermore, frequency of applied current was varied from low to high, to identify the most suitable frequency that can be utilized for stable and reliable results. …

Will Blended-Cement Systems With Similar Chloride Penetration Potentials Resist Similarly To Corrosion?, William Wilson, Vincent Labattaglia, Arezki Tagnit-Hamou, Luca Sorelli

International Conference on Durability of Concrete Structures

The capacity of concrete to prevent chloride ions penetration represents a key durability factor for steelreinforced structures exposed to de-icing salts and/or marine environments. Although blended-cement systems are commonly characterized with accelerated chloride penetration tests developed for Portlandcement concrete (e.g. the ASTM C1202 method), their microstructures and pore solutions are very different. This study aims to illustrate how the full potential of blended-cement systems to resist chloride ingress (and thus, chloride-induced corrosion) may not be justly disclosed by these accelerated tests using electrical current, even when tested after three months of curing. A Portland-cement-only mortar and five binary blended-cement mortars …

An Investigation On Moisture And Water Absorption In Cement Paste With Electrical Resistance Method, Manami Mizoguchi, Tatsuya Kitagawa, Totsawat Daungwilailuk, Yuko Ogawa, Kenji Kawai

International Conference on Durability of Concrete Structures

Moisture in concrete is one of main factors related to degradation and deterioration of concrete structure, and there are various moisture transport phenomena in concrete such as drying and absorbing. There are a lot of previous studies on the drying process of concrete to clarify the mechanisms of creep as well as shrinkage. However, few studies have been reported on the process of water absorption and moisture absorption although carbonation and chloride attack are strongly related to moisture and water absorbing. It is necessary to investigate moisture transfer in concrete in detail. This study investigated the moisture transfer in moisture …

Meso-Scale Study Of Water Transport In Mortar Influenced By Sodium Chloride And Freeze-Thaw Cycles, Yi Wang Dr., Jun Deng, Tamon Ueda, Zhao Wang, Dawei Zhang

International Conference on Durability of Concrete Structures

Salt frost damage of concrete is an important durability issue to concern since it can threaten to the structural safety. The mechanical properties of concrete could be degraded while the corrosion of steel bar can be initiated because of the penetration of chloride ion. After freeze-thaw cycles (FTCs), due to the increase of connectivity, the water transport property could be changed which is the main reason of steel corrosion. However, because of the non-uniform salt frost damage of concrete in depth direction, how the water transport in mortar influenced by the combined effects of sodium chloride and FTCs is still …

Pore Characteristics And Computed Permeability Of Pastes Subject To Freeze-Thaw Cycles At Very Early Ages By X-Ray Ct, Ya Wei, Zehong Wu, Xiang Gao

International Conference on Durability of Concrete Structures

Freeze-thaw cycling can damage microstructure of concrete and reduce the service life of concrete structures. This is especially detrimental for concrete subject to freeze-thaw cycles at very early-ages, such as within the first few days after constructions. Typical low and high water-to-cement (w/c) ratio pastes are investigated experimentally and numerically in this study. The pastes are subject to freeze-thaw cycles at the age of 1, and 7 days and then sealed-cured to the age of 45 days. The pore size distribution is measured and quantified by X-ray computer tomography (CT) with high resolution. The permeability of the corresponding pastes is …

Investigation Of Microstructure Of Cementitious Materials Exposed To High Temperature By Non-Destructive Integrated Ct-Xrd Method, Takuya Mikami, H Takahashi, T Sugiyama

International Conference on Durability of Concrete Structures

Severe accident occurred in 2011 at the Fukushima Daiichi nuclear power plant and it can be assumed that the concrete building was exposed to high temperatures environment for a long time due to loss of the cooling function of the nuclear reactor. In order to prepare for the best scenario in the decommission plan, it should be first needed to clarify and evaluate the level of damage and deterioration of the contaminated concrete. To solve this problem, experiments were conducted for cementitious materials with the maximum temperature of 400 or 1000 degrees Celsius with durations of up to 2 hours. …

Influence Of Pore Structure On Relative Chloride Diffusion Coefficient In Unsaturated Cementitious Materials, Yong Zhang, Guang Ye

International Conference on Durability of Concrete Structures

Chloride-induced corrosion of reinforcement in concrete structures is a serious issue in engineering practice. This paper investigates the influence of pore structure on the relative chloride diffusion coefficient Drc in unsaturated cementitious materials. The effects of various pore features, including porosity, pore size, and pore connectivity, on the continuity of water-filled pores in unsaturated porous systems are analyzed based on the Kelvin law and water desorption process. In the experimental program, different cementitious materials (OPC, slag, fly ash, and limestone powder) were used to prepare paste and mortar samples. The Drc of the mortar samples (one year old) at various …

Development Of Engineered Cementitious Composites With Conductive Inclusions For Use In Self-Sensing Applications, Benny Suryanto Dr, Danah Saraireh Ms, Steven Walls Mr, Jaehwan Kim Dr, W John Mccarter Prof

International Conference on Durability of Concrete Structures

The mechanical and a.c. electrical properties of a new varietal of engineered cementitious composite (ECC) incorporating conductive inclusions are presented. Electrical measurements were undertaken over a wide frequency range while curing and when under uniaxial tensile loading to study the influence of ongoing hydration and multiple microcrack formation on the composite electrical impedance. When presented in Nyquist format, the work shows that conductive inclusions reduce the bulk resistance of the composite while enhancing its polarizability, transforming the classic, single-arc bulk response of typical cement-based materials to a two-arc response. The bulk resistance was shown to increase with time and damage, …

Self-Sensing And Self-Healing ‘Smart’ Cement-Based Materials – A Review Of The State Of The Art, Dhanada Mishra Phd, Jing Yu, Christopher Leung Phd

International Conference on Durability of Concrete Structures

The paper reviews recent research on self-sensing and self-healing cement-based materials as part of Smart Civil Engineering Infrastructures. Incorporated in Structural Health Monitoring systems, these materials are likely to play an important role in making future infrastructure robust, resilient and sustainable. Smart or intelligent cement-based materials have attracted extensive attention in the last decade or so with strong implications for improving structural durability and service life. Additions of carbon fibres, carbon nano-tubes and various nano-powders giving cement-based matrix electrical properties used for self-sensing have been known for over a decade and a half. In addition, the strong capacity of Strain-Hardening …

Design Of An In Situ Steady-State Permeability Test To Determine The Air Permeability Of Covercrete, Kai Yang, Muhammed Basheer, Adrian Long, S Nanukuttan, Changhui Yang, Y Wang, S Mu

International Conference on Durability of Concrete Structures

An in situ permeability test method that does not require assumptions for the uni-directional flow has been developed to determine the air permeability coefficient of the near surface concrete. The proposed method involves applying a constant pressure head to a surface mounted ring and measuring steady state air flow rates. The analysis is based on modification of the flow net theory, which needs a calibration factor accounting for the influence of specimen and ring geometries. Effects of test area, width of seal, depth and width of test specimen were investigated using numerical simulation of air flow. The results indicated that …

Diagnosis On Expansion Of Heat-Cured Precast Concrete Blocks Due To Delayed Ettringite Formation In Japan, Yuichiro Kawabata

International Conference on Durability of Concrete Structures

Delayed ettringite formation (DEF) in concrete causes internal swelling, which reduces the mechanical properties of concrete and can lead to issues with concrete structures due to potentially large expansive deformation. In order to address the issues of DEF-affected structures, proper assessment of the structures affected is important. However, petrographic diagnosis of concrete affected by DEF remains a controversial issue. In this paper, as case studies, diagnosis on precast concrete blocks suspected of experiencing DEF was carried out. The concrete blocks were made of white Portland cement, limestone gravel, and limestone sand mixed with copper slag. The blocks were excessively heat-cured …

Rehabilitation Of Low Rise Rcc Structure Along 9m High Retaining Wall, Aniruddha Nakhawa Er, Vivek Deshmukh Dr

International Conference on Durability of Concrete Structures

Mumbai is the financial, commercial and entertainment capital of India, facing bigger challenges in accommodating its over growing population day by day. The Mumbai City has population of 18.4 million over its 634 km2 area, ie. Almost 350 ft2/person. This enormous rise in population density has restricted the development to expand vertically. This also, results in growth of major slums, which is almost 62% of the population dwelling in slums. Subsequently, the authorities is in need of a large scaled Slum Sanitation Program, which utilize the scarcely available land for construction of Community Toilet Blocks with involvement of NGO’s and …

A “Double-Multi” Model For Electromigration Of Lithiums And Chlorides In Asr Affected Concrete, Qing-Feng Liu, Li-Xuan Mao, Zhi Hu, Jin Xia, Gan-Lin Feng, Long-Yuan Li

International Conference on Durability of Concrete Structures

Existing reinforced concrete structures experience severe durability degradation when subjected to alkali– silica reaction (ASR) and chloride attack. A special electrochemical rehabilitation treatment, containing lithium compound anolyte, has been developed to drive lithium ions into concrete as well as remove chlorides simultaneously, for mitigating both the ASR-induced cracks and the chloride-induced corrosion. Good performance of introduced lithiums in controlling ASR-induced expansion has already been proved. Unfortunately, the migration mechanism of lithium in concrete under an external electric field is seldom investigated in existing literature. In this study, with help of the “double-multi” model, the efficiency of impregnation of lithium ions …

Distribution Of Lithium Nitrite Injected Into Concrete And Its Asr Suppression Effect, Koichi Kobayashi, K Rokugo, Y Takagi, T Otani

International Conference on Durability of Concrete Structures

In this research, lithium nitrite was injected into ASR-deteriorated concrete specimens made with reactive aggregates in order to suppress further deterioration. The amount of injected lithium nitrite was set to three different levels, and the subsequent expansion behavior and area of lithium permeation were investigated. The area of permeation was checked using the coloring reagent TDI. It was found that the prescribed amount of lithium cannot be injected fully into the non-deteriorated specimens. When the lithium was injected at an early stage of deterioration, the area of permeation was small and the ASR suppression effect was small regardless of the …