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1

The behaviour of R.C. beams patch-repaired and strengthened with CFRP strips subjected to impact loading

Moyo Pilate, Habimana Philbert, Kabani Matongo

Materiały Budowlane

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2024

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nr 7

1--4

EN

This paper presents an experimental investigation of the structural behaviour of reinforced concrete (R.C.) beams, patch-repaired with a cementitious grout and strengthened with carbon fibre reinforced polymer (CFRP) strips subjected to impact loading. The results of this study show that strengthening patch-repaired R.C. beams subjected to impact loading using CFRP plates, restores the load-carrying capacity of the beams. The strengthened beams exhibited ductile behaviour with no debonding between the patch repair and the substrate concrete. The primary failure mode of the strengthened beams was intermediate crack (I.C.) debonding. In addition, the beams with longer patch length exhibited higher flexural strength.

PL

Artykuł przedstawia eksperymentalne badanie zachowania belek żelbetowych, naprawionych miejscowo za pomocą zaprawy cementowej i wzmocnionych taśmami z polimerów zbrojonych włóknem węglowym (CFRP), poddanych obciążeniom udarowym. Wyniki tego badania pokazują, że wzmocnienie miejscowo naprawionych belek żelbetowych za pomocą płyt CFRP przywraca nośność tych belek, poddanych obciążeniom udarowym. Wzmocnione belki wykazywały zachowanie plastyczne bez odspajania się naprawy miejscowej od betonowego podłoża. Głównym trybem zniszczenia wzmocnionych belek było odspajanie się pęknięć pośrednich. Dodatkowo, belki z dłuższą strefą naprawy wykazywały większą wytrzymałość na zginanie niż z krótszą.

2

Schemat powstawania rys na przykładzie osiowo rozciąganego pręta żelbetowego

Wesołowski Marek, Solarczyk Maciej Tomasz

Inżynieria i Budownictwo

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2024

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R. 80, nr 3

167--173

PL

W artykule przedstawiono w sposób schematyczny ideę powstawania kolejnych rys w konstrukcjach żelbetowych na przykładzie osiowo rozciąganego pręta. Opisano początkowy oraz końcowy stan zarysowania. Wyprowadzono wzór na szerokość rysy. Przedstawiono interpretację geometryczną rys dla fazy początkowego zarysowania oraz efekt „tension stiffening” na przykładzie elementu osiowo rozciąganego. Zamieszczono przykładowe obliczenia miary efektu „tension stiffening”, szerokości rys oraz średnich naprężeń przyczepności dla fazy początkowych rys.

EN

The paper presents in a schematic way the idea of the formation of cracks in reinforced concrete structures on the example of an axially tension bar. The initial and final state of the cracks was described. A formula for the width of the crack was derived. The geometric interpretation of cracks for the initial cracking phase and the tension stiffening effect were presented on the example of an axially tension element. Examples of calculations of the tension stiffening effect, crack width and average adhesion stresses for the initial crack phase were presented.

3

Mechanical behaviour and failure mechanism of resistance spot welded aluminium and copper joint used in the lightweight structures

Fakhri Marwah Sabah, Al-Mukhtar Ahmed, Mahmood Ibtihal A.

Diagnostyka

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2024

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Vol. 25, No. 2

art. no. 2024207

EN

Recently, dissimilar metals have found applications in the process of resistance spot welding (RSW), particularly within the electric vehicle industry. Notably, copper and aluminum have gained significant importance in these sectors due to their advantageous characteristics for the industry requirements. The mechanical behavior of these materials is essential to maintaining structural integrity. The study aims to estimate the mechanical behavior of dissimilar RSW joints and optimize welding parameters for Cu-Al joints. Hence, understanding the joining processes in the electric vehicle industry to design reliable components. Combining different types of materials, such as T2-grade commercially pure copper sheets and aluminum AA1050 with the same thickness of 1 mm has been welded. The determination of optimal welding conditions takes into account material thicknesses and types. Through tensile-shear testing, welding parameters that yield maximal joint strength were identified. Using Minitab 19 software, the Taguchi method helped achieve optimized welding parameters. The hardness, fracture characteristics, and weld strength have been investigated. Hardness measurements were conducted across the nugget thickness and surface, offering insights into potential failure modes. The welding process involves the transition to a liquid state for the aluminum components, resulting in the formation of intermetallic compounds. Consequently, crack initiation was observed within the aluminum segments, leading to a plug-out fracture mechanism. In contrast, copper exhibits superior strength and hardness compared to aluminum, where increased hardness correlates with heightened strength. The discrepancy in hardness, especially the lower values observed on the aluminum side, caused fractures to appear within the heat affected zone (HAZ). Subsequently, this fracture propagated until pull-out failure was realized. The study revealed that dissimilar joining of Cu and Al resulted in an ultimate tensile stress of 26 MPa, while similar joining of copper showcased a strength of 98 MPa. Additionally, the symmetric join in aluminum exhibited a strength of 93 MPa. The maximum tensile shear force is equal to 512 N at a maximum welding current of 14000 A. The pull-out failure mode occurs in the Cu-Al RSW joint. The maximum hardness was noted in the fusion zone (FZ). Relevant literature sources have supported and confirmed these outcomes.

4

Rysy, pęknięcia w betonowych nawierzchniach drogowych (część 1)

Litwinowicz Andrzej, Rechnio Mariusz

Budownictwo, Technologie, Architektura

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2024

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nr 2

38--42

5

Analysis of Rheological Properties of Cement Composites Based on Waste Materials

Zakrzewski Mateusz, Domski Jacek

Rocznik Ochrona Środowiska

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2023

|

Tom 25

159--173

EN

This report presents the results and analysis of long-term properties of fiber-reinforced cement composite based on waste aggregate. The long-term tests were carried out on the stand proposed by the authors for simultaneously testing three beams with dimensions of 100x200x2900 mm. A total of 8 mixtures of cement composites with aggregate from ceramic waste and waste sand were tested. Three beams were made for each mixture. One without dispersed reinforcement and two with 0.5% and 1.0% fiber reinforcement ratios. As dispersed reinforcement, steel cord and hooked steel fibers were used. The beams were subjected to a four-point bending test. The research was carried out for 1000 days. An optical system was used as an innovative solution in long-term research. Based on the measurements, the creep coefficient in the mid-span of the beams was determined, and the crackings of the beams were analysed. The results obtained using manual measuring devices and the optical system were compared. A good convergence of measurement methods was observed. During the analysis of the results, the coefficients modifying the method for calculating the crack width included in Eurocode 2 were determined.

6

Method for calculation of the carrying capacity of the bottomhole zone of a gas-bearing formation

Rizo Zakhar, Vasyliev Leonid, Vasyliev Dmytro, Avramenko Stanislav

Mining Science

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2023

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Vol. 30

135--145

EN

This paper presents a method for calculating vertical and horizontal stresses in gas-bearing coal seams based on a set of equations developed by the authors. The method describes the experimental curve of rock pressure as a convex quadratic function, with the initial value of the function equal to the normal stress at the top of the bottom hole crack. The method also considers the variation of gas pressure as the crack moves towards the interior of the formation. In addition, the method employs the relationship between active tangential stresses at points on the edges of the bottomhole crack, derived from Coulomb’s strength criteria for brittle materials. The accuracy of the method was confirmed by experimental data on the maximum shear strength of marble and brown coal at various levels of confining pressure and pore pressure. The paper also presents analytical expressions for the strength limit of the bottomhole zone of gas-bearing coal seams as a function of gas pressure gradient.

7

Nadmierne rysy w posadzce przemysłowej - geneza i znaczenie zjawiska

Noakowski Piotr

Inżynieria i Budownictwo

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2023

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R. 79, nr 9-10

538--542

PL

Artykuł omawia niestereotypowe zachowanie posadzki dużej hali przemysłowej. Awarię stanowiły liczne i szerokie rysy powstałe krótko po betonowaniu. Z powodu obaw co do dalszego użytkowania, właściciel obiektu zlecił autorowi ustalenie genezy i wagi tego zjawiska. Badanie posadzki jak i odpowiednie analizy wykazały, że powodem awarii był szereg błędów projektowych.

EN

Pathological behavior of a floor in a large industrial hall is presented in this paper. The failure was determined by numerous and wide cracks which formed shortly after the concreting. Due to the fear regarding the further operation the owner commissioned the clarification of the genesis and relevance of the case to the author. Appropriate investigations and analyses have proved that several mistakes in the floor design were responsible for the poor performance of the floor.

8

Influence of the specific load on stability and vibrations of the multimember column with internal cracks

Sokół Krzysztof, Kuliński Krzysztof

Bulletin of the Polish Academy of Sciences. Technical Sciences

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2023

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Vol. 71, nr 4

art. no. e146408

EN

Slender systems are mostly studied when Euler’s load or follower load is considered. The use of those types of external loads results in well-known divergence or flutter shape of the characteristic curve. In this study, one takes into account the specific load which allows one to obtain an interesting divergence – pseudo flutter shape of characteristic curves on the external load–vibration frequency plane. The curves can change inclination angle as well as one can observe the change in vibration modes along them. The shape of those curves depends not only on the parameters of the slender system but also on loading heads that induce the specific load. In this study, one considers the slender multimember system in which cracks are present and weaken the host structure. The results of theoretical as well as numerical simulations are focused on the influence of the parameters of the loading heads on vibrations, stability, and loading capacity of the investigated system as well as on the possibility of partial reduction of unwanted crack effect.

9

Badania nieniszczące materiałów kompozytowych metodą termografii laserowej

Hyla Bartosz, Sobczak Michał, Roemer Jakub

Badania Nieniszczące i Diagnostyka

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2023

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nr 1-4

62--66

PL

Termografia jest jedną z metod badań nieniszczących, która wykorzystuje termowizję do wnioskowania o stanie technicznym materiału. Termografia laserowa jest rodzajem termografii aktywnej w której źródłem wymuszenia jest promieniowanie laserowe. Metoda ta pozwala na bardzo precyzyjne kontrolowanie ilości energii dostarczanej do próbki. Istotną zaletą w badaniach laserowych jest możliwość wykrywania zarówno delaminacji jak i pęknięć będącymi głównymi rodzajami uszkodzeń strukturach kompozytowych. W pracy przedstawione zostanie stanowisko do badań, którego prototyp jest opracowywany na AGH oraz wyniki skanowania na przykładzie próbki z włókna węglowego w osnowie polimerowej.

EN

Thermography is a non-destructive testing method that utilizes infrared camera to infer the technical condition of a material. Laser thermography is a type of active thermography in which laser radiation serves as the excitation source. This method allows for highly precise control of the amount of energy delivered to the sample. An important advantage of laser testing is the capability to detect both delamination and cracks, which are the main types of damage in composite structures. This paper presents a test setup developed at AGH University of Krakow and the results of scanning a sample made of carbon fiber reinforced polymer.

10

Experimental study of the fracture of CT specimens printed in PLA as a function of the raster width

Aourik O., Othmani M., Chouaf A.

Archives of Materials Science and Engineering

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2023

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Vol. 122, nr 2

78--85

EN

Purpose: The FDM (Fused Deposition Modelling) additive manufacturing process is characterised by a large number of process variables that determine the mechanical properties and quality of the manufactured parts. When printing layer by layer, the filaments constituting the layer are welded on the one hand between them in the same layer and on the other hand between the superimposed layers, this welding develops on the contact surfaces (raster width) along the deposited filaments. The quality of this welding determines the resistance to crack propagation between filaments and between layers. This article aims to study the effect of the width of the raster on the resistance to crack propagation in a structure obtained by FDM. Design/methodology/approach: We have developed an experimental approach from CT specimens to determine the tensile strength of polylactic acid (PLA) polymers, considering the J-Integral method. And given the complexity of the problem, three cases of raster width (l=0.42 mm, l=0.56 mm and l=0.68 mm) have been treated. Findings: According to the results obtained (J, ∆a), the resistance to crack propagation in the parts printed by FDM seems to be better when the width of the filament is small. Indeed, the energy necessary to break the specimen is relatively greater than in the case of a larger width. This finding was confirmed by comparing the values of J for a given advancement of the crack for the three cases studied. Research limitations/implications: In order to present an exhaustive study, we focused on the effect of raster widths (including 0.42 mm, 0.56 mm to 0.68 mm) on the crack propagation of printed PLA. This study is in progress for other printing parameters. To highlight the cracking mechanisms, microscopic observations will be developed in greater depth at the SEM. Practical implications: Our analysis can be used as decision support in the design of FDM parts. In effect, we can choose the raster width that would provide the resistance to crack propagation desired for a functional part. Originality/value: In this article, we analysed the damage mechanism of CT specimens printed by FDM. This subject represents a new direction for many lines of research. For our study, we used the J-Integral theoretical approach to study the fracture behaviour of these parts by determining the resistance curves (J-∆a).

11

Laboratory tests of solid and hollow concrete beams made with glass waste

Alharishawi Salam Salman Chiad, Rajaa Nagham, Jabur Aqeel Raheem

Archives of Civil Engineering

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2023

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Vol. 69, nr 4

5--20

EN

The application of used glazed waste in concrete production can improve the performance of the structure of the building. Flexural and shear behavior and action of reinforced Hollow Glass Concrete Beams (HGCB) and Solid Glass Concrete Beams (SGCB) made with glass waste under a two-point load are studied in this paper. In this work, 6 reinforced concrete solid and hollow beams were tested under a four-point bending test to evaluate and calculate the flexural behavior of SGCB and HGCB. For that purpose, Beams were prepared with 1000 mm length, 230 mm height, and 120 mm. All beams were divided into groups and named according to the space stirrups steel bar. The experimental work investigates five main variables which are: first: the comparison between SGCB and HGCB with the concrete beams made with glass waste (Glass Concrete Beam GCB), second: comparison between Solid Concrete Beams for Normal Concrete Beams (NCB), and GCB, three: comparison between Hollow Concrete Beams for NCB and GCB, four: the comparison between HGCB and HCB, last: the comparison between SGCB and SCB. The test results indicated that GCB was offered higher strength than NCB, but the load-slip behavior of all specimens is similar for both types of concretes, and the bond strength is not influenced by steel specimens. Furthermore, the results of this study indicated that the contribution of GCB to the load is indicated to be considerable. The results indicate that the hollow opening affected the ultimate load capacity and deflection of HGCB.

12

Dynamic stability of a cracked pipe conveying fluid and resting on a Pasternak elastic foundation

Lolov Dimitar, Lilkova-Markova Svetlana

Zeszyty Naukowe. Transport / Politechnika Śląska

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2022

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z. 117

103--113

EN

Pipeline transport is used worldwide in many sectors of the economy. Its main advantages are continuity of transport, large transportation volumes, small energy consumption, safety, reliability and high environmental benefits. However, the safety problems of pipes attract much interest in science and industry. This paper deals with a cracked pipe with a static scheme of a simply supported beam. It rests along its entire length on a Pasternak elastic foundation. The flowing fluid is considered non-compressible and heavy. The Galerkin method is employed to approach the problem numerically. Conclusions are drawn based on the influence of the crack and the parameters of the Pasternak elastic foundation on the critical flow velocity of the fluid.

13

Zastosowanie cyfrowej korelacji obrazu w badaniach elementów żelbetowych

Tworzewski Paweł

Przegląd Budowlany

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2022

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R. 93, nr 7-8

103--106

PL

W artykule przedstawiono możliwości wykorzystania cyfrowej korelacji obrazu (Digital Image Correlation), a dokładniej systemu ARAMIS SRX w badaniach elementów żelbetowych. Przykładowe pomiary wykonano dla belki żelbetowej poddanej obciążeniu do zniszczenia. Obejmują one przemieszczenia, odkształcenia oraz zarysowanie na wybranych obszarach. Opisano również zastosowaną wersję systemu ARAMIS, zmiany i nowe funkcje wprowadzone względem starszych wersji.

EN

The article presents using of Digital Image Correlation, and more specifically the ARAMIS SRX system, in the research of reinforced concrete elements. Exemplary measurements were made for a reinforced concrete beam subjected to a load to failure. New and old version of the ARAMIS system was described, as well as its changes and new functions introduced in relation to older versions.

14

Uszkodzenie i wzmocnienie prefabrykowanych przestawnych ścian oporowych w magazynie materiałów sypkich

Kamiński Mieczysław, Drzazga Michał, Kaźmierowski Maciej, Drzazga Marek

Przegląd Budowlany

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2022

|

R. 93, nr 9-10

20--23

PL

W artykule opisano studium przypadku uszkodzenia prefabrykowanej, przestawnej ściany oporowej o konstrukcji żelbetowej (dolny fragment) i stalowej (górny fragment). Omówiono przyczyny oraz zakres uszkodzeń. Przeprowadzono analizy numeryczne metodą elementów skończonych (MES) w zakresie wybranych elementów konstrukcyjnych ściany w stanie istniejącym oraz po wykonaniu wzmocnienia. Przedstawiono najważniejsze elementy projektu wzmocnienia wykonanego w programie opartym o technologię BIM.

EN

This paper describes a case study of damage to a precast, repositionable retaining wall made of reinforced concrete (lower section) and steel (upper section). The causes and extent of damage are discussed. Numerical analyses using the finite element method (FEM) of selected structural elements in the existing state and after strengthening were carried out. The most important elements of the wall strengthening project made in a BIM-based software are presented.

15

Testing of Railway Prestressed Concrete Sleepers Using Acoustic Emission

Kowalczyk Dariusz

Problemy Kolejnictwa

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2022

|

Z. 197

161--174

EN

The article describes the tests of prestressed concrete sleepers made according to the method specified in the requirements of the European standards (EN 13230-2:2009 Railway applications – Track – Concrete sleepers and bearers – Part 2: Prestressed monoblock sleepers) and WTWiO regulations, and an additional measurement method was used – acoustic emission (AE). The purpose of the tests using the acoustic emission method was to verify the results obtained using other test methods described in the European standard. The use of this method in sleeper tests enables obtaining precise data from the sleeper load test and determination of the characteristic parameters based on the recorded AE signals. Due to the variety of existing sleepers and the development of products in this area: wooden sleepers, composite sleepers, steel sleepers (type Y), the use of the acoustic emission method in research will be a good support and will enable proper assessment of these elements of the railway road.

16

Experimental and Simulation Tests of the 1 MN Screw Coupling

Kowalczyk Dariusz, Aniszewicz Andrzej

Problemy Kolejnictwa

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2022

|

Z. 194

97--102

EN

The article describes the requirements that screw couplings must meet before they can be put into service. In the paper, the results of fatigue testing simulating a 30-year service life of a screw coupling are presented, as well as the results of CT and Nondestructive Testing, NDT, non-destructive magnetic particle inspection, and then, the test results are compared with the results obtained with the application of Finite Element Method, FEM.

17

Badania doświadczalne i symulacyjne sprzęgu śrubowego 1 MN

Kowalczyk Dariusz, Aniszewicz Andrzej

Problemy Kolejnictwa

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2022

|

Z. 194

33--38

PL

W artykule opisano wymagania, dotyczące sprzęgów śrubowych, obowiązujące przed wprowadzeniem ich do eksploatacji. Przedstawiono wyniki badań zmęczeniowych symulujących 30-letni okres użytkowania sprzęgu śrubowego, wyniki badań metodą tomografii komputerowej i NDT (ang. Nondestructive Testing), nieniszczącą metodą magnetyczno-proszkową, następnie porównano wyniki badań z wynikami obliczonymi metodą elementów skończonych MES (ang. Finite Element Method - FEM).

18

Rysy w żelbecie jako język konstrukcji - różne formy zarysowania i ich interpretacje

Noakowski Piotr

Inżynieria i Budownictwo

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2022

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R. 78, nr 9-10

444--451

PL

W referacie przedstawiono, na podstawie wykonanych przez Autora ekspertyz, pięć różnych przypadków awarii konstrukcji żelbetowych, których podłożem było zarysowanie. Początkiem każdej ekspertyzy była wizja lokalna obiektu w celu określenia okoliczności powstania rys. Po analizach zebranych informacji, obliczeniach i dyskusjach sporządzono ekspertyzy. Referat obejmuje duże skróty tych ekspertyz, w których głównie przedstawiono analizę występujących w tych obiektach rys. Zjawisko zarysowania Autor określił „językiem konstrukcji”, którego znajomość jest konieczna do właściwej oceny jej stanu technicznego.

EN

Based on the author’s expertise, this study presents five different cases of failure of reinforced concrete structures with scratches on the ground. In order to determine the circumstances of the cracks, each expertise commenced with an inspection of the facilities. After appropriate analyses of the collected information, calculations and discussions with the interested parties, expert opinions were prepared. The article contains large abbreviations of these expert opinions, which mainly present an analysis of scratches occurring in these objects. The author defined the phenomenon of scratching as the „language of construction”, the knowledge of which is necessary for the proper assessment of its technical condition.

19

Dobór nośnika i środka leczniczego do autonomicznego zaleczania rys w tworzywach cementowych

Dudek Marta, Stryszewska Teresa, Kańka Stanisław

Inżynieria i Budownictwo

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2022

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R. 78, nr 9-10

375--378

PL

Wśród materiałów inteligentnych znajdują się materiały o zdolnościach do samoleczenia. W aspekcie materiałów cementowych samoleczenie dotyczy „zamykania” rys powstałych w danym elemencie. Jedną z metod służących uzyskaniu tych zdolności jest stosowanie dodatku rurek wypełnionych polimerem. W artykule opisano sposób aplikacji nośników w beleczkach cementowych oraz przedstawiono badania na podstawie, których wyodrębniono wielkość nośnika i rodzaj środka leczniczego. Oceny dokonano na podstawie współczynnika efektywności uszczelnienia rysy. W efekcie spośród zaproponowanych rozwiązań wytypowano jeden rodzaj środka leczniczego oraz jeden nośnik.

EN

Intelligent materials include materials with self-healing properties. In the aspect of cementitious materials, self-healing concerns „closing” the cracks formed in a given element. One of the methods to achieve these capabilities is the use of polymer-filled tubes. The article describes the method of application of tubes in cement beams and presents tests on the basis of which the size of the tubes and the type of healing agent were selected. The assessment was made on the basis of the crack sealing efficiency coefficient. As a result, from among the proposed solutions, one type of healing agent and one type of tubes were selected.

20

Physical and reliability aspects of high-pressure ammonia water pipeline failures

Michnej Maciej, Młynarski Stanisław, Pilch Robert, Sikora Wojciech, Smolnik Maksymilian, Drożyner Przemysław

Eksploatacja i Niezawodność

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2022

|

Vol. 24, no. 4

728--737

EN

The paper concerns the problem of the occurrence of failures of the high-pressure ammonia water pipeline of the coke oven battery complex, which is affected by chemical and thermal factors as well as the operating pressure occurring during its use. Pipeline failures manifested themselves as leaks (leakage of the medium) due to cracks in the area of the pipeline thermal elongation compensators. The conducted tests included, among others: visual inspection, penetration tests, macroscopic and microscopic tests as well as chemical analysis of the material. The study includes microscopic photographs of the material structure and cracks. The results of the pipeline strength and reliability analysis were also presented. On the basis of the conducted research and analyses conclusions were formulated. The assumed cause of the damage was the incorrectly made welded joints. Formulated recommendations and proposals for actions aimed at avoiding further failures of this and similar pipelines were related to the inspection time and preventive renewal.