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  • 51.
    Gustafsson, Martin
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Emerging timber bridge technology in the Nordic countries1998In: Proceedings of the Structural Engineers World Congres, Elsevier , 1998, , p. 8Conference paper (Other academic)
  • 52.
    Gylltoft, Kent
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Norelius, Åke
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Bärförmåga hos byggnadsställningar. Teknisk utvärdering.1990Report (Refereed)
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  • 53.
    Hagnestål, Lennart
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Comparison testing, bulk density and sieving analysis of lightweight aggregates for roads and railways2001Report (Refereed)
    Abstract [en]

    This comparison test has been concerned with ascertaining the precision of determination of bulk density and particle size of lightweight aggregate as the test material. EN 1097-3 has been used as the test standard for determination of bulk density, and EN 933-1 for determination of particle size. These two test methods are new for the procedures of lightweight aggregate.

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  • 54.
    Hassanzadeh, Manouchehr
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Säkerhet vid betongarbete - Utveckling av bärförmåga hos armerade betongkonstruktioner i tidig ålder.1998Report (Refereed)
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  • 55.
    Hedlund, Björn
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Syraskadade fenollimmade och stålarmerade träbalkar. Lokalisering och besiktning av byggnader med riskabla balkar. Utredning av skadornas orsaker.1990Report (Refereed)
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  • 56.
    Hedlund, Björn
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Johansson, Ingvar
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Limning av trä till fönster. Tillverkning och kontroll.1990Report (Refereed)
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  • 57.
    Hjortsmarker, Madelene
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Inverkan av glasullens densitet på dess brandegenskaper2005Report (Refereed)
  • 58.
    Holmgren, Magnus
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Crack closure and sequential effects in fatigue - A literature survey.1994Report (Refereed)
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  • 59.
    Holmgren, Magnus
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Sprickbildning, en litteraturstudie.1993Report (Refereed)
  • 60.
    Holmgren, Magnus
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Sprickslutning: en litteraturstudie1994Report (Refereed)
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  • 61.
    Holmgren, Magnus
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Svensson, Thomas
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Modifierad modell för livslängdsberäkning utgående från nivåöverskridande.1993Report (Refereed)
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  • 62.
    Ioannou, Ioanna
    et al.
    University College London, UK.
    Aspinall, Willy
    University College London, UK.
    Bouffier, Christian
    INERIS, France.
    Carreira, Elisabete
    INOV, Portugal.
    Honfi, Daniel
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Strukturer och Komponenter.
    Lange, David
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Fire Research, Brandmotstånd.
    Melkunaite, Laura
    DBI, Denmark.
    Reitan, Nina Kristine
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Fire Research AS, Norge.
    Rosetto, Tiziana
    University College London, UK.
    Storesund, Karolina
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Fire Research AS, Norge.
    Teixeira, Rui
    DAS Divisão de Águas e Saneamento, Portugal.
    IMPROVER D2.1 Methodology for identifying hazard scenarios to assess  the resilience of critical infrastructure2015Report (Other academic)
    Abstract [en]

    Critical infrastructure is exposed to a wide range of hazards, capable to disrupt its operations in various degrees. This raises the question of which hazard scenario an operator shall use to assess the resilience of their critical infrastructure asset. Various techniques aiming to prioritize the various risks are commonly used in the literature. This study proposed an 8-step methodology, which aims to rank the risks of pre-defined hazard scenarios by eliciting the opinions of the stakeholders through a structured expert elicitation technique termed paired comparison. The novelty of the proposed technique is its ability to quantify the degree of disagreement regarding the ranking order of the scenarios and thus to capture the uncertainty associated with these risks.

     

    The proposed methodology has been applied to four living labs, namely: the Oresund region, the port of Oslo, the A31 Highway in France and the potable water network in Barreiro. The applications aims to rank scenarios of natural and operational hazards according to their disaster- and emergency-risk. Despite the small number of participants, the results provide an excellent basis for further discussion regarding the most likely disaster or emergency risk scenarios. For most living labs, the ranking of the hazards using paired comparison was successful in identifying the scenarios associated with the highest risk. Overall, ranking the natural hazards according to their disaster- or emergency-risk has been associated with a higher degree of consensus than the ranking of the operational hazards reflecting on the higher complexity and perhaps the limited understanding of the later.

     

    In more detail, snow storm is the hazard with the highest disaster risk for the A31 Highway. Similarly, earthquake is the hazard with the highest disaster risk for the water network in Barreiro. Three meteorological hazards ranked the highest for both the likelihood to occur and to cause disaster to the Øresund region. By contrast, the ranking of the hazards for the port of Oslo identified several scenarios with similar likelihood to cause disaster, which ranked very different in their likelihood to occur in the next 5 years. This raises question as to whether the most of least likely to occur scenarios is most suitable which can be answered in collaboration with the stakeholders.

     

    With regard to the operational hazards, the contamination of the water in the water source or the distribution network due to an accident at the high-risk industrial SEVECO operations has been identified as the single scenario with the highest risk of disaster for the water network in Barreiro. Three events including a multiple day strike and two accidents in the wet bulk terminal have been identified as having the highest disaster risk for the port of Oslo. By contrast, no operational hazards can be identified as having the highest risk of occurrence for the A31 highway and the Øresund region

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    IMPROVER D2.1
  • 63.
    Jacobsson, Lars
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Strukturer och Komponenter.
    Appelquist, Karin
    RISE, SP – Sveriges Tekniska Forskningsinstitut, CBI Betonginstitutet AB.
    Lindkvist, Jan Erik
    RISE, SP – Sveriges Tekniska Forskningsinstitut, CBI Betonginstitutet AB.
    Spalling Experiments on Large Hard Rock Specimens2015In: Rock Mechanics and Rock Engineering, ISSN 0723-2632, E-ISSN 1434-453X, Vol. 48, no 4, p. 1485-1503Article in journal (Refereed)
    Abstract [en]

    Specimens of coarse-grained Äspö diorite were axially compressed to observe stress-induced spalling. The specimens had a novel design characterized by two manufactured large radius notches on opposite sides. The tangential stress occurring in the notches aimed to represent the tangential loading around a circular opening. Fracture stages were monitored by acoustic emission measurements. Rock chips were formed similar to those found in situ, which indicates a similar fracture process. Slabs were cut out from the specimens and impregnated using a fluorescent material to visualize the cracks. The cracks were subsequently examined by the naked eye and by means of microscopy images, from which fracture paths could be identified and related to different minerals and their crystallographic orientations. The microscopy analyses showed how the stress field and the microstructure interact. Parallel cracks were formed 2–4 mm below the surface, sub-parallel to the direction of the maximum principal stress. The crack initiation, the roles of minerals such as feldspar, biotite and quartz and their grain boundaries and crystallographic directions are thoroughly studied and discussed in this paper. Scale effects, which relate to the stress gradient and microstructure, are discussed.

  • 64.
    Jacobsson, Lars
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Strukturer och Komponenter.
    Bergström, Gunnar
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, SP – Sveriges Tekniska Forskningsinstitut / Göteborg (BMg).
    Sällberg, Sven-Erik
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, SP – Sveriges Tekniska Forskningsinstitut / Göteborg (BMg).
    Tillfällig avstängning av plaströrsledningar genom sammanklämning - kunskapsläge2014Report (Refereed)
    Abstract [sv]

    Temporary closure of plastic pipes by squeeze-off - state of the art State of the art and present use of squeeze-off methods for temporary closure of polymer pipelines for water and gas was investigated by an enquiry and a literature study. A limited, supplementary series of tests was also performed. The aim was to find, if possible, general limitations for use in terms of temperature at squeezing, pipe dimensions and materials, and to identify important problems that have to be analysed before guidelines can be issued regarding the use of the method. Some producers, suppliers and users in Sweden, were interviewed by the aid of a questionnaire. Although the investigation was limited, the answers are so homogeneous that they are considered representative. The belief is that the technique is harmful. It is used mostly for PE 80 and PE 100 materials and when necessary, e. g. when no valves are available. Decisions and risk assessments are mostly made ad hoc. The performance is according to manuals from producers and suppliers. Design of equipment, geometry, and recommended squeeze rates varies among suppliers. The literature on pipes consists mainly of papers from the 80-ies and 90-ies and from some research groups in the USA. There is a heuristic knowledge about formation and appearance of damage, and to some extent about the influence on service life. Newer research on general damage and fracture in polymers is available that is not related to the specific conditions in squeezed pipes. Such models are lacking, which may be due to the complexity of the area and its hands-on character. The commonly used PE 80 and PE 100 materials are clearly damaged by squeezing, particularly so for high compression levels, but the pipes still fulfil the requirements for use. Stronger and more crystalline materials, and larger pipe sizes, seem to be more severely damaged. It is not known how the damages influence slow crack growth and life. Squeeze-off on PE pipes with external longitudinal scratches should strictly be avoided. Also squeeze-off on PE pipes with PP coating at low temperature should be conducted with precaution until the opposite have been proven as some damage cases were reported. Removing the PP coating is recommended by some in this case. The experiments, on one old PE 80 pipe and two new PE 100 pipes with dimensions from 315 to 355 mm confirm the picture of damage. Commercial equipment was used and according to the supplier’s manual. All the pipes show similar damage, with crack formation and unevenness. Those are less significant for thinner pipe walls than for thicker ones. There is no apparent difference between new and old pipes. A few pressure tests were carried out on the squeezed pipes as well as the untouched pipes. The results show that no significant reduction of the lifetime could be proven regardless when an interrelated comparison between a squeezes and not squeezed pipe was made or when the lifetimes were compared with those obtained in earlier available material classification tests for the actual materials.

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  • 65.
    Johannesson, Pär
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, SP – Sveriges Tekniska Forskningsinstitut / Hållfasthet (BMh).
    Svensson, Thomas
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Sveriges tekniska forskningsinstitut, SP – Sveriges Tekniska Forskningsinstitut / Hållfasthet (BMh).
    Jacobsson, Lars
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Strukturer och Komponenter.
    Bokesjö, Mathias
    RISE, SP – Sveriges Tekniska Forskningsinstitut, AstaZero.
    Olsson, L
    VMEA-metoden för bedömning av osäkerheter i bergmekaniska tillämpningar. The VMEA-method for Assessing Uncertainties in Rock Engineering2013Report (Other academic)
  • 66.
    Johansson, Carl-Johan
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Hållfasthet och styvhet hos limträ med lameller av maskinsorterat virke.1990Report (Refereed)
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  • 67.
    Johansson, Carl-Johan
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Laminations for glued laminated timber. - Establishment of strength classes for visual strength grades and machine settings for glulam laminations of Nordic origin. A Nordic Wood project1998Report (Refereed)
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  • 68.
    Johansson, Carl-Johan
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Limträramar med förband av inlimmade stålstänger.1992Report (Refereed)
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  • 69.
    Johansson, Carl-Johan
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Ojämna golv i elementbyggda bjälklag med spånskivor på träreglar.1990Report (Refereed)
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  • 70.
    Johansson, Carl-Johan
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Buchter, Jan
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Lind, Per
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Saarelainen, Urho
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Delamination test of glue lines according to EN 391. Nordtest project 1089-93.1994Report (Refereed)
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  • 71.
    Johansson, Carl-Johan
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Claesson, Thomas
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Hållfasthet och styvhet hos maskinsorterat virke. En studie av utfallet från fem sorteringsmaskiner.1989Report (Refereed)
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  • 72.
    Johansson, Carl-Johan
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Lidgren, Camilla
    Nilsson, Christer
    Crocetti, Roberto
    Takras vintrarna 2009/2010 och 2010/2011: orsaker och förslag till åtgärder2011Report (Refereed)
    Abstract [sv]

    During January and March 2010 a large number of roofs collapsed in Sweden due to heavy snowfall. The temperature was below zero and the wind came from the north and the east during the whole period. It was mainly steel and timber structures that failed. SP has created a database with information about 180 collapsed or seriously damaged buildings. The age of the these buildings spans over a 100 year period, but 60 % of them were erected 1980 or later. Most of the roofs were relatively flat. The main causes of the collapses was poor design and errors made during erection. A serious design error was that snow pockets had not been considered. It can be concluded that the snowfall was very heavy, but snow was not the main cause of the failures, but revealed errors and shortcomings. This coincides well with experiences made in earlier investigations on roof collapses.

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  • 73.
    Johansson, Jan-Olof
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Certifiering och provning i Sverige - konsekvenser av Europa-harmoniseringen.1990Report (Refereed)
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  • 74.
    Johnson, Erland
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Strukturer och Komponenter.
    Optimization of composite maritime structures - effects of uncertainties on design criteria limits.2011In: Proceedings of the Third International Conference on Marine Structures (MARSTRUCT2011), 2011, , p. 707-714Conference paper (Refereed)
  • 75.
    Just, Alar
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Post Protection Behaviour of Wooden Wall and Floor Structures Completely Filled with Glass Wool2010In: Proceeding s of Structure in Fire: Sixth International Conference, DEStech , 2010, , p. 584-592Conference paper (Other academic)
  • 76.
    Kemmsies, Martin
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Comparison of pull-out strengths of 12 adhesives for glued-in rods for timber structures1999Report (Refereed)
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  • 77.
    Kemmsies, Martin
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    The influence of adhesives and bonding techniques on the properties of glued timber-steelplate joints.1994Report (Refereed)
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  • 78.
    Kemmsies, Martin
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Hedlund, Björn
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Utomhusexponering av lamellimmade fönsterämnen: Undersökning av 18 olika trälims beständighet1996Report (Refereed)
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  • 79.
    Kemmsies, Martin
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Lind, Per
    Saarelainen, Urho
    Rothkopf, Claus
    Round-Robin test series EN 302-4. The effects of wood shrinkage on shear strength. Nordtest project 1444-991999Report (Refereed)
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  • 80.
    Kjell, Gunnar
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik. Chalmers tekniska högskola.
    Estimating probability distribution by doing computer experiments2000Doctoral thesis, monograph (Other academic)
  • 81.
    Kjell, Gunnar
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Experimentell bestämning av dämpning.1991Report (Refereed)
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  • 82.
    Kjell, Gunnar
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Generation of earthquake signals.1994Report (Refereed)
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  • 83.
    Kvarnström, Elisabeth
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Urban Water Management.
    Fogde, Madeleine
    Alveteg, Thomas
    Lokala lösningar för globala utmaningar - ett exempel från Bolivia2015In: Svenskt Vatten International Special, no April, p. 12-13Article in journal (Other (popular science, discussion, etc.))
  • 84.
    Källander, Björn
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik. Kungliga tekniska högskolan. Institutionen för byggnader och installationer.
    Vacuum drying of wood - climate control and drying quality2000Doctoral thesis, monograph (Other academic)
  • 85.
    Källander, Björn
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Lind, Per
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Strength properties of wood adhesives after exposure to fire. Nordtest project 1482-002001Report (Refereed)
    Abstract [en]

    Nordtest and SP Swedish National Testing and Research Institute (SP) have financed a study to draft a common Nordic test method to classify wood adhesives for structural purposes according to strength properties after fire exposure. The study has been planned and carried out in cooperation between SP and Norwegian Institute of Wood Technology (NTI) with participation of Otto Graf Institute in Germany (FMPA). Glulam beams produced with six different adhesives have been exposed to fire. Temperature distribution during the fire exposure test, weight loss and charring rate have been determined. Shear strength of glulines and wood have been determined and delamination tests have been carried out on samples exposed to fire and samples not exposed to fire. Short term shear strength and creep rupture tests at elevated temperature have been carried out on samples with wood adhesives used in the test. Preliminary calculations of temperature distributions during fire in wooden members protected against direct fire exposure by gypsum board have been made. The results of the study on beams not protected by gypsum indicate that a wood adhesive that has shown favourable results in a creep rupture test at elevated temperature (80 °C) also will perform well during and after direct fire exposure. A static load test at elevated temperature can be used as an efficient and cheap method as an alternative to fire exposure tests of glued products for structural use. The results of the preliminary calculations on temperature distributions during fire exposure of gypsum protected smaller wood members indicate that under certain circumstances, the temperature can reach and stay at temperatures above 120 °C for a longer period of time. An additional test at higher temperature could be needed for adhesives intended for such structures.

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  • 86.
    Kärrman, Erik
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Urban Water Management.
    Nya vattenprojekt inom Horisont 20202015In: Svenskt Vatten, Bilaga: Internationell Special, no 2, p. 24-Article in journal (Other (popular science, discussion, etc.))
  • 87.
    Kärrman, Erik
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Urban Water Management.
    Vattenplattformen ska öka svenskt deltagande i EU-projekt2015In: Svenskt Vatten, no 2, p. 23-Article in journal (Other (popular science, discussion, etc.))
  • 88.
    Lange, David
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Fire Research, Brandmotstånd.
    Honfi, Daniel
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Eriksson, Kerstin
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Fire Research, Branddynamik.
    Winberg, David
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Fire Research, Brandmotstånd.
    IMPROVER: Improved risk evaluation and application of resilience concepts to critical infrastructure2015In: Brandposten, no 53, p. 18-19Article in journal (Other (popular science, discussion, etc.))
  • 89.
    Larsson, Jörgen
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Tillförlitlighet och Livslängd.
    Hårdgjorda ytor och dagvattenhantering samverkar i framtidens städer2015In: Tidningen Utemiljö, no 4, p. i-vArticle in journal (Other (popular science, discussion, etc.))
  • 90.
    Larsson, Jörgen
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Tillförlitlighet och Livslängd.
    Verifiering av hållfastheten på naturstensbeläggningar på obundet underlag med avseende på SS-EN 13412015Report (Refereed)
  • 91.
    Larsson, Jörgen
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik, Tillförlitlighet och Livslängd.
    Schouenborg, Björn
    RISE, SP – Sveriges Tekniska Forskningsinstitut, CBI Betonginstitutet AB.
    Rätt dimensionering av markstensplattor sparar pengar och miljö2014In: Svensk Bergs- och Brukstidning, Vol. 93, no 3, p. ii-Article in journal (Other (popular science, discussion, etc.))
  • 92.
    Lillbacka, Robert
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik. Chalmers University of Technology.
    On the multiscale modeling of duplex stainless steel2007Doctoral thesis, monograph (Other academic)
  • 93.
    Lindqvist, Jan Erik et al
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Kvantitativ bestämning av kvarts i bergarter1999Report (Refereed)
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  • 94.
    Lindqvist, Jan Erik
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Nitz, Bo
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Proceedings of the Fourth Euroseminar on Microscopy Applied to Building Materials.1993Report (Refereed)
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    fulltext
  • 95.
    Lindqvist, Jan-Erik
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Tillämpning av svepelektronmikroskopi (SEM) inom cement och betongforskning, en litteraturöversikt.1992Report (Refereed)
    Download full text (pdf)
    fulltext
  • 96.
    Lindqvist, Jan-Erik
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Sandström, Matz
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Quantitative analysis of historical mortars using optical microscopy.2000In: Materials and Structures, ISSN 1359-5997, E-ISSN 1871-6873, Vol. 33, no 234, p. 612-617Article in journal (Other academic)
  • 97.
    Ljungars, Fredrik
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Luftningsanordningar för farligt gods emballage - En förstudie1998Report (Refereed)
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  • 98.
    Ljungars, Fredrik
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Översikt av provade emballage och skademekanismer1998Report (Refereed)
  • 99.
    Lundgren, Monica
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik. Lund Institute of Technoloy, Division of Building Materials.
    Development of strength and heat of hydration of young concrete at low temperature: influence of granulated blast furnace slag, silica fume and limestone filler2005Licentiate thesis, monograph (Other academic)
  • 100.
    Lundgren, Monica
    et al.
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Andalen, Anders
    RISE, SP – Sveriges Tekniska Forskningsinstitut, SP Bygg och Mekanik.
    Round Robin test on the freeze-thaw resistance of precast concrete paving blocks. Nordtest project 1234-95.1995Report (Refereed)
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    fulltext
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