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  • 1
    In: Bautechnik, Wiley, Vol. 97, No. 1 ( 2020-01), p. 21-31
    Abstract: Determination of the corrosion‐inducing chloride content of stainless ferritic reinforcing steels in mortar The corrosion protection mechanism for stainless steel in concrete is different than for unalloyed steel. In carbonated concrete, stainless steels are in a passive state and do not have any uniform corrosion. The chloride content for the initiation of pitting corrosion on stainless steels in concrete depends not only on the content of alloying elements (above all chromium) and the surface condition. It also depends on the concentration ratio between OH – and Cl – in the electrolyte. It can be expected that lower chloride contents can initiate corrosion in carbonated concretes than in concretes with higher pH values. This ap‐plies especially to stainless steel with low chromium contents such as products made of the material 1.4003 (X2CrNi12). In order to determine the critical corrosion‐inducing chloride content using the example of a pickled ferritic chromium steel available on the market, extensive laboratory tests were carried out at the Federal Institute for Materials Research and Testing (BAM). In accelerated corrosion tests in alkaline and carbonated mortars, the critical chloride contents in the phase boundary between reinforcing steel and mortar were determined and evaluated by means of laser induced breakdown spectroscopy (LIBS).
    Type of Medium: Online Resource
    ISSN: 0932-8351 , 1437-0999
    URL: Issue
    RVK:
    Language: German
    Publisher: Wiley
    Publication Date: 2020
    detail.hit.zdb_id: 2151238-3
    detail.hit.zdb_id: 240073-X
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  • 2
    Online Resource
    Online Resource
    Wiley ; 2011
    In:  Beton- und Stahlbetonbau Vol. 106, No. 9 ( 2011-09), p. 629-639
    In: Beton- und Stahlbetonbau, Wiley, Vol. 106, No. 9 ( 2011-09), p. 629-639
    Type of Medium: Online Resource
    ISSN: 0005-9900
    URL: Issue
    RVK:
    Language: English
    Publisher: Wiley
    Publication Date: 2011
    detail.hit.zdb_id: 2151239-5
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  • 3
    In: Bautechnik, Wiley, Vol. 97, No. 11 ( 2020-11), p. 749-755
    Abstract: Risk of hydrogen evolution on martensitic screw anchors under practical construction conditions The present investigation deals with the question of whether the formation of hydrogen is possible on fully martensitic screw anchors under practical conditions. In contrast to austenitic materials, martensitic steels always have the possibility of hydrogen‐induced embrittlement of the material in the presence of hydrogen. For this purpose, a scenario was chosen which is frequently encountered in practice and which comprises a galvanic element consisting of stainless screw anchors (in this case martensitic) and a galvanized anchor plate on a concrete body. The element current between the components as well as the corrosion potential are recorded to prove hydrogen development. The results of the tests show that a strong cathodic polarization of the martensitic screw anchors occurs over a limited period due to the corrosive dissolution of the zinc. As a result, water decomposition occurs in the phase boundary area of the screw anchors and atomic hydrogen is formed. The calculated gas volume of the resulting hydrogen at the steel anchors was determined and was 11.14 ± 1.94 ml on average. Diffusion of the hydrogen adsorbed on the steel surface into the martensitic material is thus theoretically possible and implies a possible risk of hydrogen‐induced crack formation and spontaneous failure under load.
    Type of Medium: Online Resource
    ISSN: 0932-8351 , 1437-0999
    URL: Issue
    RVK:
    Language: German
    Publisher: Wiley
    Publication Date: 2020
    detail.hit.zdb_id: 2151238-3
    detail.hit.zdb_id: 240073-X
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  • 4
    Online Resource
    Online Resource
    Hindawi Limited ; 2018
    In:  International Journal of Corrosion Vol. 2018 ( 2018-09-30), p. 1-6
    In: International Journal of Corrosion, Hindawi Limited, Vol. 2018 ( 2018-09-30), p. 1-6
    Abstract: Electrochemical potential mapping according to guideline B3 of DGZfP (German Society for Nondestructive Testing) is a recognized technique for the localization of corroding reinforcing steels. In reinforced concrete structures the measured potentials are not necessarily directly linked to the corrosion likelihood of the reinforcing steel. The measured values may be significantly affected, different from, e.g., stress measurement, by different influences on the potential formation at the phase boundary metal/concrete itself as well as the acquisition procedure. Due to the complexity of influencing factors there is a risk that the results are misinterpreted. Therefore, in a training concept firstly the theoretical basics of the test method should be imparted. Then, frequently occurring practical situations of various influencing factors will be made accessible to the participants by a model object specially designed for this purpose. The aim is to impart profound knowledge concerning the characteristics of potential mapping for detecting corrosion of reinforcing steel in order to apply this technique in practice as reliable and economical test method.
    Type of Medium: Online Resource
    ISSN: 1687-9325 , 1687-9333
    Language: English
    Publisher: Hindawi Limited
    Publication Date: 2018
    detail.hit.zdb_id: 2583023-5
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  • 5
    Online Resource
    Online Resource
    Wiley ; 2018
    In:  Beton- und Stahlbetonbau Vol. 113, No. 9 ( 2018-09), p. 632-639
    In: Beton- und Stahlbetonbau, Wiley, Vol. 113, No. 9 ( 2018-09), p. 632-639
    Abstract: Corrosion Monitoring of Reinforced Concrete Structures – DGZfP Specification B12 During the last few years corrosion monitoring of reinforced or prestressed concrete structures has developed into a valuable tool to assist with the assessment of existing structures. Besides obvious applications as for instance structural elements which are not accessible after completion or which cannot be assessed by means of half‐cell potential measurement due to existing coatings, corrosion monitoring can also be very beneficial for the monitoring of the corrosion progress of corroding systems. This has gained increasing relevance e.g. for the monitoring of repair measures according to repair principle “increasing resistivity” or for the surveillance of Cathodic Protection installations (CP). Despite this increasing relevance there are up to now no guidelines or standards for corrosion monitoring in Germany. This gap shall now be bridged by the new specification B12 “Corrosion Monitoring of Reinforced and Prestressed Concrete Structures” published by the German Society for Non‐Destructive Testing DGZfP in spring 2018 [1] . This article will briefly present the specification B12, highlight the basic measurement principles and illustrate the potentials of corrosion monitoring for new and existing structures by means of case studies.
    Type of Medium: Online Resource
    ISSN: 0005-9900 , 1437-1006
    URL: Issue
    RVK:
    Language: German
    Publisher: Wiley
    Publication Date: 2018
    detail.hit.zdb_id: 2151239-5
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  • 6
    In: Beton- und Stahlbetonbau, Wiley, Vol. 117, No. 8 ( 2022-08), p. 572-580
    Abstract: Experiences form the deconstruction of the Bridge Altstädter Bahnhof in the city of Brandenburg – Part 1: Investigation and findings on the announcement behavior of large‐format tendons with pre‐stressing steel susceptible to stress corrosion cracking The bridge “Altstädter Bahnhof” in the city of Brandenburg a. d. Havel was a large pre‐stressed concrete structure that provided an elementary traffic junction. In contrast to common pre‐stressed concrete structures with small tendons, large‐format pre‐stressing tendons were used in the longitudinal direction for the main superstructure. In the case of the present bridge, the tendon consisted of 392 oval strands made in the steel mill of Hennigsdorf, Germany, which are considered to be susceptible to stress induced corrosion cracking. During structural investigations, a high degree of embrittlement of the prestressing steel was detected, so that the bridge had to be demolished on May 19, 2021. Previously, in the area of detected prestressing strand breaks, longitudinal cracks appeared in the webs instead of the usual bending cracks. The different damage indication in the case of prestressing steel prompted the Federal Ministery of Transport to initiate further investigations. In cooperation with the Landesbetrieb Straßenwesen Brandenburg, the Hochschule für Technik und Wirtschaft Dresden and the Bundesanstalt für Materialforschung und ‐prüfung (BAM), experimental investigations were designed and carried out on site. Specifically, targeted damage to the large‐format tendon was carried out at two measuring points in order to reproduce and validate the damage pattern previously found. The concept, results from the investigations and findings for similar structures are the subject of the following first article (Part 1). The following part 2 will focus on the measurement methods and monitoring systems used during the experiments.
    Type of Medium: Online Resource
    ISSN: 0005-9900 , 1437-1006
    URL: Issue
    RVK:
    Language: German
    Publisher: Wiley
    Publication Date: 2022
    detail.hit.zdb_id: 2151239-5
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  • 7
    In: Electrochimica Acta, Elsevier BV, Vol. 385 ( 2021-07), p. 138191-
    Type of Medium: Online Resource
    ISSN: 0013-4686
    Language: English
    Publisher: Elsevier BV
    Publication Date: 2021
    detail.hit.zdb_id: 1483548-4
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  • 8
    Online Resource
    Online Resource
    Informa UK Limited ; 2021
    In:  Corrosion Engineering, Science and Technology Vol. 56, No. 1 ( 2021-01-02), p. 1-10
    In: Corrosion Engineering, Science and Technology, Informa UK Limited, Vol. 56, No. 1 ( 2021-01-02), p. 1-10
    Type of Medium: Online Resource
    ISSN: 1478-422X , 1743-2782
    Language: English
    Publisher: Informa UK Limited
    Publication Date: 2021
    detail.hit.zdb_id: 2110449-9
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  • 9
    Online Resource
    Online Resource
    Wiley ; 2022
    In:  Bautechnik Vol. 99, No. 3 ( 2022-03), p. 222-230
    In: Bautechnik, Wiley, Vol. 99, No. 3 ( 2022-03), p. 222-230
    Abstract: Monitoring of the bridge at the Altstädter Bahnhof in Brandenburg a. d. Havel The B 1 bridge at the Altstädter Bahnhof was the most important traffic junction in Brandenburg an der Havel. In December 2019, the overpassed federal highway and tram were closed to traffic. The reason for the closure was incipient cracking in the longitudinal girder webs in conjunction with hollow swells that were ultimately attributed to cracked prestressing wires. In order to prevent a closure of the highly frequented traffic routes underneath, an extensive monitoring concept was required. An essential component of this concept was a monitoring system based on acoustic emission analysis, with the help of which tension wire breaks could be recorded and localized. Based on the results obtained in this way, it was possible to identify focal points for the inspection of the superstructure. This report describes the findings on the progress of damage recorded by measurement technology and the associated damage detected visually. In this context, the special feature of the installed concentrated tendon (tendon block method according to TGL 173‐33) is described with regard to the damage patterns. In the course of the verification of the working hypotheses after demolition of the structure, new findings were obtained on a design‐related hydrogen‐induced stress corrosion cracking, as a result of which the prestressing wires tended to brittle fracture. The findings obtained should be taken into account in the assessment of other structures of comparable design.
    Type of Medium: Online Resource
    ISSN: 0932-8351 , 1437-0999
    URL: Issue
    RVK:
    Language: German
    Publisher: Wiley
    Publication Date: 2022
    detail.hit.zdb_id: 2151238-3
    detail.hit.zdb_id: 240073-X
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  • 10
    In: Bautechnik, Wiley, Vol. 97, No. 1 ( 2020-01), p. 2-10
    Abstract: The repair principle IR – state of knowledge, regulatory consequences, current research While the repair principle IR (increasing resistivity) has become a standard procedure for the repair of carbonation‐induced reinforcement corrosion, its applicability to chloride‐induced reinforcement corrosion is still under discussion. In many cases, IR may display economic advantages at first glance, but its application is linked with an increased risk of failure. This contribution presents the fundamentals of the repair principle IR in case of chloride‐induced corrosion and the current state of knowledge both for uncracked and cracked concrete. Regulatory consequences that arise from the higher failure risk are being discussed. Corrosion monitoring is introduced as a possible means to monitor the performance of the repair measure. Finally, case studies illustrate both the risks of this repair principle and the benefits when applied successfully.
    Type of Medium: Online Resource
    ISSN: 0932-8351 , 1437-0999
    URL: Issue
    RVK:
    Language: German
    Publisher: Wiley
    Publication Date: 2020
    detail.hit.zdb_id: 2151238-3
    detail.hit.zdb_id: 240073-X
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