scholarly journals Discrete Modeling of Crack Interaction and Localization in Concrete Beams with Multiple Cracks

2004 ◽  
Vol 2 (1) ◽  
pp. 101-111 ◽  
Author(s):  
Zihai Shi ◽  
Masaki Suzuki ◽  
Masayasu Ohtsu
Keyword(s):  
Concrete Beams ◽  
Multiple Cracks ◽  
Crack Interaction ◽  
Discrete Modeling

Theoretical and Experimental Study of Stress Corrosion Cracking of Pipeline Steel in Near Neutral pH Environment

2000 ◽  
Author(s):  
B. Zhang ◽  
J. Fan ◽  
Y. Gogotsi ◽  
A. Chudnovsky ◽  
A. Teitsma
Keyword(s):  
Stress Corrosion ◽  
Crack Growth ◽  
Stress Corrosion Cracking ◽  
Hydrogen Diffusion ◽  
Corrosion Cracking ◽  
Experimental Program ◽  
Multiple Cracks ◽  
Crack Interaction ◽  
Kinetic Coefficients ◽  
Crack Growth Model

Stress corrosion cracking (SCC) is a complex phenomenon that involves various interacting physical and chemical processes. There is a combination of determinism and stochasticity that results in SCC colony evolution. A statistical model that generates a random field of corrosion pits and crack initiation at randomly selected pits is proposed in this work. A thermodynamic model of individual SC crack growth has been recently developed within the framework of the Crack Layer theory. Mathematical realization of the SC crack growth model is presented in the form of relations between the crack growth, hydrogen diffusion and corrosion rates on one hand and corresponding thermodynamic forces on the other. Experimental program for determination of the kinetic coefficients employed in crack growth equations is briefly reported. Finally, application of the individual crack growth law to random configuration of multiple cracks results in a simulation of SCC colony evolution, including a stage of the large-scale crack interaction. The solution of the crack interaction problem via FRANC2D Finite Element Methods results in a computer simulation of multi-crack cluster formation within the colony.

scholarly journals A numerical creep analysis on the interastion of twin parallel edge cracks in finite width plate under tension

2014 ◽  
Vol 18 (suppl.1) ◽  
pp. 159-168 ◽  
Author(s):  
Marko Katinic ◽  
Drazan Kozak ◽  
Mirko Pavisic ◽  
Pejo Konjatic
Keyword(s):  
Width Ratio ◽  
Multiple Cracks ◽  
Finite Width ◽  
Crack Interaction ◽  
Distance Ratio ◽  
Parallel Edge ◽  
Linear Elastic ◽  
Creep Analysis ◽  
Edge Cracks ◽  
Creep Regime

In many practical situations, high-temperature structures and components contain more than one crack. An interaction of such multiple cracks has significant influence on the service life of structures and components. In this paper, the interaction of two identical parallel edge cracks in a finite plate subjected to the remote tension is numerically analyzed. The results show that interaction effect of multiple cracks at creep regime is obviously greater than at linear elastic regime. The intensity of creep crack interaction increases with increasing creep exponent m. The crack intensity and the crack interaction limit at creep regime depend on crack distance ratio d/a, crack width ratio a/W and creep exponent m.

Coalescence Pressure Evaluation of Multiple Through-Wall Cracks in Steam Generator Tube Using Elastic-Plastic Finite Element Analyses

2015 ◽  
Author(s):  
Jin-Won Hong ◽  
Jae-Boong Choi ◽  
Nam-Su Huh
Keyword(s):  
Finite Element ◽  
Steam Generator ◽  
Interaction Effect ◽  
Evaluation Model ◽  
Multiple Cracks ◽  
Crack Interaction ◽  
Collinear Cracks ◽  
Elastic Plastic ◽  
Parallel Cracks ◽  
Steam Generator Tubes

During an in-service inspection, if multiple cracks have been found in a nuclear component, the crack interaction effect due to adjacent cracks should be taken into account to characterize the detected multiple cracks into equivalent single combined crack or independent single crack. However, there must be many factors to be considered to quantify crack interaction effect, many experimental and numerical works should be made to propose robust guidelines on crack interaction effect depending on material characteristics of interest. Although many works have been made during the past few years to evaluate crack interaction effect of steam generator tubes with multiple cracks, the robust guidelines are still lacking. In this study, systematic 3-dimensional (3D) elastic-plastic finite element (FE) analyses are performed for steam generator tubes with multiple through-wall cracks. As for geometries of multiple through-wall cracks, four different cases are considered; axial collinear cracks, axial parallel cracks, circumferential collinear cracks, and circumferential parallel cracks. The geometric variables affecting the Pc (coalescence pressure), i.e. crack length and distance between multiple cracks, are systematically varied in the present study. Based on the coalescence pressure evaluation model proposed by authors in the previous study and the present FE results, the Pc of steam generator tubes with multiple cracks are investigated.

Detection of Cracks in Beam Structures Using Modal Analysis

2011 ◽  
Vol 105-107 ◽  
pp. 689-694
Author(s):  
Pallab Das
Keyword(s):  
Natural Frequencies ◽  
Concrete Beams ◽  
Mode Shapes ◽  
Modal Parameters ◽  
Multiple Cracks ◽  
Flexibility Matrix ◽  
Numerical Studies ◽  
Linear Fracture ◽  
Eigen Value ◽  
Local Flexibility

In the present study, the modal parameters of cracked plain cement concrete beams have been studied theoretically. A crack in a beam element introduces considerable local flexibility, which has been expressed by local flexibility matrix, the dimension of which depends upon the numbers of degree of freedom considered. An approach based on linear fracture mechanics theory has been used to find flexibility matrix for the cracked element. The FEM program has been developed for eigen-value problems to determine the modal parameters of the cracked beams. Changes in natural frequencies and mode shapes between the damaged and intact beam have been observed. Numerical studies are performed by considering simply supported beam with single and multiple cracks at different locations with different crack depths.

scholarly journals Experimental investigation and identification of single and multiple cracks in synthetic fiber concrete beams

2018 ◽  
Vol 9 ◽  
pp. e00182 ◽  
Author(s):  
Masoud Ghahremannejad ◽  
Maziar Mahdavi ◽  
Arash Emami Saleh ◽  
Sina Abhaee ◽  
Ali Abolmaali
Keyword(s):  
Experimental Investigation ◽  
Concrete Beams ◽  
Synthetic Fiber ◽  
Multiple Cracks ◽  
Fiber Concrete

Rules for the Assessment of Interacting Cracks Under Creep Conditions

2009 ◽  
Vol 132 (1) ◽  
Author(s):  
Fu-Zhen Xuan ◽  
Jun Si ◽  
Shan-Tung Tu
Keyword(s):  
Load Ratio ◽  
Limit Load ◽  
Multiple Cracks ◽  
Crack Interaction ◽  
Combination Rule ◽  
Collinear Cracks ◽  
Creep Crack ◽  
Parallel Cracks ◽  
Interaction Factor ◽  
Cracked Structures

Multiple interacting cracks are generally treated as an enveloping single crack if the prescribed criterion is satisfied in the current fitness-for-service codes. To examine the applicability of the existing criteria under creep regime, in this report, creep crack interaction effects of plates containing collinear cracks or parallel cracks are first analyzed under the framework of reference stress method and finite element computations. An equivalent crack growth rate criterion is then proposed to develop a congruous multiple crack treatment rule for different growth mechanisms. The current combination rule for multiple cracks is examined and modified in terms of the proposed new criterion. The results reveal that the creep crack interaction factor is a combined function of creep exponent n of materials, limit load ratio of cracked structures, and interaction of stress intensity factor. More pronounced interaction is observed for both interacting cracks in the same plane and that in different planes. Although a higher intensity of creep crack interaction is observed, a greater value of γcreep is permissible compared with that of linear-elastic crack interaction denoted by SIF. Accordingly, a modified combination rule for collinear cracks of S/a=3.0 is proposed to exclude the nonconservativeness, while the current alignment rule for offset parallel cracks of H/a=2.0 is still practicable in terms of the proposed criterion.

scholarly journals Calculating of stress intensity factors of soldered joints with multiple cracks

2019 ◽  
Vol 14 (1) ◽  
pp. 284
Author(s):  
Al Emran Ismail ◽  
Saifulnizan Jamian ◽  
Kamarul Azhar Kamarudin ◽  
Mohd Khir Mohd Nor ◽  
Mohd Norihan Ibrahim ◽  
...  
Keyword(s):  
Stress Intensity ◽  
Stress Intensity Factors ◽  
Multiple Cracks ◽  
Tension Stress ◽  
Crack Interaction ◽  
Intensity Factors ◽  
Ansys Apdl ◽  
Two Factors ◽  
Quarter Model ◽  
Plain Strain

<span>This paper presents the solution of stress intensity factors of multiple cracks at the joint between two materials. Based on the literature survey, there are tremendous number of works found on the study of edge and central cracks. On the other hand, several papers on the multiple cracks can be also be found in open literature. However, the work on multiple cracks with different crack sizes are hard to find. Therefore, this paper focuses to study the crack interaction obtained from different crack sizes. ANSYS APDL is used to model and solve the problems considering the cracks embedded in the plain strain plate under tension stress. There are two important parameters are considered such crack sizes and mechanical mismatches between joint and based materials. Since the crack is symmetrical, only a quarter model is used and verified. Based on the numerical simulation, it is found that two factors are significantly affected the multiple cracks at the joints such as mechanical mismatches and relative crack sizes.</span>

scholarly journals Discrete modeling of reinforced and prestressed concrete beams under shear loads

2017 ◽  
Author(s):  
Lin Wan-Wendner ◽  
Jan Vorel ◽  
Alfred Strauss ◽  
Gianluca Cusatis ◽  
Roman Wan-Wendner
Keyword(s):  
Prestressed Concrete ◽  
Concrete Beams ◽  
Discrete Modeling ◽  
Shear Loads
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