References of "Bender, Michél"
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See detailTemperature effect on static and quasi-static bridge measurements
Dakhili, Khatereh UL; Kebig, Tanja UL; Schäfer, Markus UL et al

in Life-Cycle of Structures and Infrastructure Systems (2023)

The performance of bridge damage assessment based on model updating ap-proaches relies on correctly identifying the structural responses in the undamaged state. However, environmental uncertainties, such ... [more ▼]

The performance of bridge damage assessment based on model updating ap-proaches relies on correctly identifying the structural responses in the undamaged state. However, environmental uncertainties, such as temperature changes, influence structural responses in the same order of magnitude as damages. Therefore, a prestressed concrete bridge beam is studied in this paper. Temperature influences on static experiments in 2 test periods are minimized with physical temperature compensation technique. Displacement fluctuations decrease at least 60% after temperature compensation, making the summer and winter measurements comparable. Next, temperature-compensated Influence Lines (ILs), static flexibility and stiffness matrices are ob-tained. Comparing the results reveal the importance of performing measurements only on cloudy days. This paper contributes to differentiating between temperature effects and damages, which is crucial for a successful damage assessment. [less ▲]

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See detailBridge damage assessment based on static and dynamic flexibility matrices
Dakhili, Khatereh UL; Kebig, Tanja; Schäfer, Markus UL et al

in Bridge Safety, Maintenance, Management, Life-Cycle, Resilience and Sustainability (2022)

Being an indispensable part of transportation systems, Structural Health Monitoring (SHM) of bridges has been increasingly studied. Various SHM techniques not only enhance reliability and safety but also ... [more ▼]

Being an indispensable part of transportation systems, Structural Health Monitoring (SHM) of bridges has been increasingly studied. Various SHM techniques not only enhance reliability and safety but also reduce maintenance costs. Various bridge deteriorations change the structural properties, such as flexibility and stiffness. Therefore, damage assessment can be achieved by monitoring the structural matrices of bridges and tracking the deviations from the healthy-state or reference data. This paper focuses on damage detection of a prestressed concrete beam from a demolished bridge based on the flexibility matrix. The dynamic and static flexibility matrices are calculated numerically and experimentally when the beam is undamaged. The simulated and measured static flexibility matrices differ by only about 5 %. Additionally, the numerical dynamic flexibility matrix is strongly correlated with static results. The findings of this study can be employed as a basis for future damage detection applications when artificial damage is introduced. [less ▲]

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See detailDigitalization in Construction, Computer-based Design for Structural Elements - BIM and structural engineering - Part 1: Impact of digitalization on structural engineering in the future
Schäfer, Markus UL; Bender, Michel; Zahlten, Wolfhard et al

Learning material (2021)

To better understand the background and complexity of BIM and digitalization within structural engineering, the theoretical approach will highlight the underlying basics first. To draw the line from this ... [more ▼]

To better understand the background and complexity of BIM and digitalization within structural engineering, the theoretical approach will highlight the underlying basics first. To draw the line from this theory driven basics to real live application, the thesis will give multiple examples of how BIM is currently used in practice. In addition to the detailed explanation, these examples will serve as a base to analyze the current situation and problems which still need to be overcome. As far as possible for the respective research scope, potential areas of improvements will be outlined. To gain a better understanding of the current importance of BIM and digitalization within the German construction industry, engineers and companies will be surveyed. [less ▲]

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See detailDigitalization in Construction, Computer-based Design for Structural Elements, PArt 2: Analyses and Validation of Compliance to EuroCodes
Schäfer, Markus UL; Bender, Michel; Zahlten, Wolfhard et al

Learning material (2021)

A classic structural analysis is characterized by the usage of a wide spectrum of manual, specialized analysis methods. An engineer has to break down the complex problem into small manageable sub-problems ... [more ▼]

A classic structural analysis is characterized by the usage of a wide spectrum of manual, specialized analysis methods. An engineer has to break down the complex problem into small manageable sub-problems. This procedure will be completely superseded by the advent of numerical methods. A full model of the spatial structure will be built up. A similar revolution has already begun by the introduction of finite shell and volume elements into commercially available FE software. The idea is that these models are closer to reality and allow us to capture both global and local effects in one single comprehensive model. This, however, introduces modelling questions and numerical effects, which are explicitly excluded from simplified theory, and questions arise regarding the trustworthiness of these results. Shell elements have already been fairly well established in practical engineering. The next step could be the use of volume elements to overcome certain restriction inherent in shell formulations. One driving force for this tendency is BIM (Building Information Modelling). Here the geometrical model is, like nature itself, fully 3D. It can be directly translated into the Finite Element Method (FEM). However, structural design in the 27 EU member states and 4 EFTA countries has to be performed according to the Eurocodes (EC), representing harmonized European Standards (EN) for the structural design. These design codes regulate essential requirements regarding mechanical resistance and stability as well as safety aspects. The current Eurocodes essentially stipulate engineering design models which can easily be transferred to classical structural analyses, but often do not give comprehensive references to the application and evaluation of advanced numerical simulations. The application of associated software products is not regulated by norms. This situation often results in discussions and different interpretations of the design results. Ultimately, false computational assumptions and misinterpretations can lead to damages and unsafe designs. Guidance for the verification of the software results is required and the link to the current and upcoming second generation of Eurocodes is also presented by the project. In parallel the possibilities by digitalization in construction by Building Information Modelling and the transfer of data from the architectural model to the structural model have been investigated [less ▲]

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See detailVerringerung des Temperatureinflusses bei der Überwachung von Brücken am Beispiel von Messdaten aus Luxemburg
Kebig, Tanja UL; Dakhili, Khatereh UL; Nguyen, Viet Ha UL et al

Conference given outside the academic context (2021)

A rising number of concrete bridges are showing increasing damage due to corrosion and fatigue. In addition to the regular standard visual inspection, the bridge’s condition can also be recorded using ... [more ▼]

A rising number of concrete bridges are showing increasing damage due to corrosion and fatigue. In addition to the regular standard visual inspection, the bridge’s condition can also be recorded using additional tests with repeated static loading and/or dynamic tests. To determine any damage to a structure and to check its structural stability, it is crucial to know the exact system properties of the bridge in its undamaged reference state. The system behavior is influenced by damage and bearing conditions and environmental influences, such as the structure’s temperature. The influence of temperature can even cause larger changes in the measured quantities (bending line or modal parameters) than real damage. Therefore, temperature effects should be compensated before any condition analysis. The present work aims to demonstrate the influence of different bearing types and temperature on a real bridge beam. For this purpose, various static and dynamic tests were performed in the undamaged reference state. [less ▲]

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See detailRepeatability and precision of different static deflection measurements on a real bridge-part under outdoor conditions in view of damage detection
Kebig, Tanja UL; Nguyen, Viet Ha UL; Bender, Michél et al

in Cunha, A.; Caetano, E. (Eds.) Proceedings of the 10th International Conference on Structural Health Monitoring of Intelligent Infrastructure, SHMII 10 (2021, July)

A large number of concrete bridges show increasing damage due to corrosion and fatigue. The traditional visual inspection and subsequent assessment of concrete bridges is carried out regularly by an ... [more ▼]

A large number of concrete bridges show increasing damage due to corrosion and fatigue. The traditional visual inspection and subsequent assessment of concrete bridges is carried out regularly by an experienced engineer. This type of inspection can be time-consuming, costly and leading to errors. Hence, there is a great interest in complementary, alternative and easy-to-implement methods for condition monitoring of bridges. The University of Luxembourg tested different approaches on a part of a real bridge. Various tests were performed in the healthy reference state, e.g. loading tests with a movable test load according to today’s standards. The measurements in the reference state were repeated several times under outdoor conditions to monitor and document the real temperature influence. Displacement transducers were set up in the vertical and horizontal directions. Simultaneously, a new approach was used for determining the deflection with a laser-based system, that measured the displacements in the bridge’s longitudinal direction by an oblique reflector panel under a well-defined angle. The data gained from the laser-based measurement system were compared to the data from classical displacement transducers. In general, the comparison of the two measuring systems shows quite similar results. [less ▲]

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See detailAVEC BNT - Analysis and Comparison of European and Chinese Design Codes - B. Script & Examples
Schäfer, Markus UL; Zhang, Qingjie UL; Bender, Michel et al

Book published by BNT (2018)

In recent years, half of the newly constructed building floor areas in the world are built in China, thus it is important and interesting to know the Chinese design codes for buildings and compare them ... [more ▼]

In recent years, half of the newly constructed building floor areas in the world are built in China, thus it is important and interesting to know the Chinese design codes for buildings and compare them with Eurocodes, which are one of the most advanced design codes in the world. Funded by “Erasmus+ Strategic Partnerships” the project “AVEC BNT” was started in 2016 to compare the design codes mainly related to concrete structures and composite structures. This script is the main intellectual outputs from this project. It comprises codes background analysis, direct codes terms comparison and design examples. The script covers most of the design topics related to design of concrete structures and composite structure for building design as well as the design basics such as safety concept. It is a common achievements of students, researchers and professors from different universities and instructions of different countries. The main work is done at University of Luxembourg especially for the design basics part and the design of composite structure of steel and concrete. For design of concrete structure part, University of Applied Science Trier (Germany) and Thei (Hong Kong, China) has offered great helps and contributed many parts. To conform with the goals of Erasmus+ to promote the cooperation and mobility with the EU’ partner countries and to promote the sustainable development of its partners in the field of higher education and contribute to achieving the objectives of the EU Youth Strategy, the script involves many student’s work. The students could participate in the project through either joining special courses offered by the project partners, as well as, doing a student project, bachelor or master thesis related to this project. Further more the students participated within the transnational teaching activity weeks. With the guidance, the students were able to learn and compare difference design methods by EuroCodes and Chinese design codes and to cooperate with their colleges from different countries. To achieve good quality of the final script, which can be used as additional information and learn material for other students and engineers to learn about Eurocodes and Chinese codes for structural design. Also the work was edited into a uniform formatting to make it constant in style and easy to read. Although, besides the contribution from students, many other topics were added to make the documents complete, it was not possible to cover every topic in the codes due to the limited time and resources. Thus, topics such as fire design, seismic design, bridge design, pre-stressed structures and others are not within the scope of the work. The scripts are divided into 7 sub chapters and many small topics. Each topic has two main documents for Eurocodes and Chinese codes. The main documents have same list of contents, which allows readers to compare the design aspects from the two codes systems easily side by side. Besides that, each topic is also provided with a general summary of comparison, which points out the most important difference and general overview of the design. In the documents not only the content of the codes but also the background information is discussed, which will help students and engineers to understand not only the difference of design but also the reasons behind it. [less ▲]

Detailed reference viewed: 282 (7 UL)