Relevant bibliographies by topics / Tension stiffening

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Tension stiffening'

Author: Grafiati
Published: 4 June 2021
Last updated: 25 July 2025

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Journal articles on the topic "Tension stiffening"

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Salys, Donatas, Gintaris Kaklauskas, and Viktor Gribniak. "MODELLING DEFORMATION BEHAVIOUR OF RC BEAMS ATTRIBUTING TENSION-STIFFENING TO TENSILE REINFORCEMENT." Engineering Structures and Technologies 1, no. 3 (2009): 141–47. http://dx.doi.org/10.3846/skt.2009.17.

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After cracking, the stiffness of the member along its length varies, which makes the calculation of deformations complicated. In a cracked member, stiffness is largest in the section within the uncracked region while remains smallest in the cracked section. This is because in the cracked section, tensile concrete does not contribute to the load carrying mechanism. However, at intermediate sections between adjacent cracks, concrete around reinforcement retains some tensile force due to the bond-action that effectively stiffens member response and reduces deflections. This effect is known as ten
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Sokolov, Aleksandr, Domas Valiukas, Mariyam Praliyeva, Amarjeet Kumar, Darius Bacinskas, and Gintaris Kaklauskas. "Experimental and theoretical investigation of tension stiffening and curvature in RC beams with extended concrete cover." Journal of Civil Engineering and Management 31, no. 2 (2025): 144–52. https://doi.org/10.3846/jcem.2025.23244.

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Accurate assessment of tension stiffening is important for predicting deflection and crack width in RC structures. Earlier studies by the authors have shown that an extended cover thickness increases tension stiffening in bending RC members. The current study experimentally and theoretically investigates curvature and tension stiffening in RC beams nominally having a 50 mm cover for 32 mm bars of tensile reinforcement. The four-point bending tests were carried out on square section (400×400 mm) RC beams. Mean experimental curvatures were obtained for the pure bending zone by different approach
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Dey, Alinda, Akshay Vijay Vastrad, Mattia Francesco Bado, Aleksandr Sokolov, and Gintaris Kaklauskas. "Long-Term Concrete Shrinkage Influence on the Performance of Reinforced Concrete Structures." Materials 14, no. 2 (2021): 254. http://dx.doi.org/10.3390/ma14020254.

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The contribution of concrete to the tensile stiffness (tension stiffening) of a reinforced concrete (RC) member is a key governing factor for structural serviceability analyses. However, among the current tension stiffening models, few consider the effect brought forth by concrete shrinkage, and none studies take account of the effect for very long-term shrinkage. The present work intends to tackle this exact issue by testing multiple RC tensile elements (with different bar diameters and reinforcement ratios) after a five-year shrinking time period. The experimental deformative and tension sti
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Bischoff, Peter H. "Effects of shrinkage on tension stiffening and cracking in reinforced concrete." Canadian Journal of Civil Engineering 28, no. 3 (2001): 363–74. http://dx.doi.org/10.1139/l00-117.

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Basic concepts of tension stiffening behaviour of reinforced concrete members under tension are reviewed, and different approaches to account for this behaviour are linked together. This includes a "load sharing" approach, where the average load carried by the cracked concrete is used to determine the post-cracking stress–strain response of concrete in tension, and a "tension stiffening strain" approach, which evaluates changes in member stiffness to obtain a reduction in member deformation by including the stiffening effect of the tension carried by concrete between cracks. Shrinkage strains
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Kaklauskas, Gintaris, Rokas Girdzius, Darius Bacinskas, and Aleksandr Sokolov. "Numerical Deformation Analysis of Bridge Concrete Girders." Baltic Journal of Road and Bridge Engineering 3, no. 2 (2008): 51–56. http://dx.doi.org/10.3846/1822-427x.2008.3.51-56.

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Present research was aiming at deriving tension stiffening relationship based on EC2 provisions for deformation analysis of bending RC structures. According to the algorithm proposed by the first author, a tension stiffening relationships were derived from moment-curvature diagrams of reinforced concrete beams calculated according to EC2 technique. The obtained tension stiffening relationship was applied in the parametric study, using non-linear finite element software ATENA and layered model. Theoretical results were compared with experimental data of beams reported in the literature. The def
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Bischoff, Peter H., and Richard Paixao. "Tension stiffening and cracking of concrete reinforced with glass fiber reinforced polymer (GFRP) bars." Canadian Journal of Civil Engineering 31, no. 4 (2004): 579–88. http://dx.doi.org/10.1139/l04-025.

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Tension stiffening and cracking of axial tension members is evaluated for concrete reinforced with steel (reinforcing ratio ρ = 2.0%) and glass fiber reinforced polymer (GFRP) bars (1.3%, 2.0%, and 2.9%), with shrinkage included in the analysis of the member response. Results show that because of a lower bar stiffness the GFRP-reinforced concrete exhibits greater tension stiffening than steel-reinforced concrete for any given value of axial member strain. Transverse cracking in the GFRP-reinforced concrete does not stabilize until much higher values of axial strain are reached, and longitudina
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Zhang, Tao, Phillip Visintin, and Deric J. Oehlers. "Partial-interaction tension-stiffening properties for numerical simulations." Advances in Structural Engineering 20, no. 5 (2016): 812–21. http://dx.doi.org/10.1177/1369433216660654.

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The partial-interaction behaviour of tension-stiffening affects or controls virtually all aspects of reinforced concrete member behaviour as it controls the formation and widening of cracks as well as the load developed within the reinforcement crossing a crack. In this article, simple closed-form solutions for the tension-stiffening behaviour of reinforced concrete prisms are derived through mechanics and are presented in a form that can be easily used in both displacement-based and strain-based numerical modelling. This research quantifies not only the pseudo material properties of tension-s
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Girdžius, Rokas, Gintaris Kaklauskas, Renata Zamblauskaitė, and Ronaldas Jakubovskis. "A SHORT-TERM DEFORMATION ANALYSIS METHOD OF FLEXURAL REINFORCED CONCRETE MEMBERS." Engineering Structures and Technologies 3, no. 3 (2011): 112–22. http://dx.doi.org/10.3846/skt.2011.13.

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The deformation analysis of cracked reinforced concrete (RC) members is not straightforward and often controversial. The main difficulties arise from the complex structure of concrete matrix, different mechanical properties of concrete and reinforcement, the creep and shrinkage of concrete and tension stiffening. The latter effect is related to intact concrete and reinforcement interaction between cracks. Tension stiffening effect has a significant influence on the results of a shortterm deformation analysis of RC members. The present research is aimed at deriving tension-stiffening relationsh
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Vollum, R. L., N. Afshar, and B. A. Izzuddin. "Modelling short-term tension stiffening in tension members." Magazine of Concrete Research 60, no. 4 (2008): 291–300. http://dx.doi.org/10.1680/macr.2007.00125.

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Aryanto, Aris, and Berto Juergen Winata. "Tension Stiffening Behavior of Polypropylene Fiber- Reinforced Concrete Tension Members." Journal of Engineering and Technological Sciences 53, no. 2 (2021): 210209. http://dx.doi.org/10.5614/j.eng.technol.sci.2021.53.2.9.

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This paper focuses on comparing the behavior of RC tension members with and without the addition of polypropylene fibers at various corrosion levels. Eight cylindrical tensile specimens were tested to evaluate their tension-stiffening and cracking behavior. The content of polypropylene fiber added into the concrete mix was the main variable (0.25%, 0.50%, 0.75%, and 1.0% of total volume). The corrosion level was varied from slight (5%), medium (10%) to severe (30%) and, like the other variables, applied only to 1.0% polypropylene fiber-reinforced concrete (PFRC) specimens. The test results sho
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Dissertations / Theses on the topic "Tension stiffening"

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Fields, Kelvin L. "Tension stiffening response of high-strength reinforced concrete tensile members." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape17/PQDD_0002/MQ35492.pdf.

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Sokolov, Aleksandr. "Tension stiffening model for reinforced concrete beams." Doctoral thesis, Lithuanian Academic Libraries Network (LABT), 2010. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100803_110628-45999.

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Modelling behaviour of cracked tensile concrete is a complicated issue. Due to bond with reinforcement, the cracked concrete between cracks carries a certain amount of tensile force normal to the cracked plane. Concrete adheres to rein-forcement bars and contributes to overall stiffness of the structure. The phe-nomenon, called tension-stiffening, has significant influence on the results of short-term deformational analysis. Assumption of a tension-stiffening law has great influence on numerical results of load – deflection behaviour of reinforced concrete members subjected to short – term loa
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Scott, R. H. "Tension stiffening effects in reinforced concrete members." Thesis, Durham University, 1985. http://etheses.dur.ac.uk/6803/.

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This thesis is in two parts which are related by the common theme of tension stiffening. Part I develops the concept of a stress-strain envelope to model the behaviour of the concrete in tension below the neutral axis of a reinforced concrete beam. This is substantiated by an analysis of the data from fourteen test beams. The envelope concept is then applied to the calculation of the moment-curvature relationships for these beams, which are also compared with the test results .Part II presents an experimental investigation of the longitudinal reinforcement strain distributions in reinforced co
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Afshar, Navid. "Modelling of tension stiffening in reinforced concrete slabs." Thesis, Imperial College London, 2008. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.486277.

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A realistic prediction of deflection in slabs is only possible if the effects of early age striking, and construction loads on tension stiffening are included. Non-linear finite element analyses have been made to gain a better understanding ofthe 'mechanisms of tension stiffening in tension members and slabs. Laboratory tests have been carried out to gather information on the cracking moment, the mean moment resisted by cracked concrete (derived from strain measurements and back analysis of deflecti~n data) and influence ofpeak construction loading on deflection. Nine tests on slabs have provi
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Gribniak, Viktor. "Shrinkage Influence on Tension-Stiffening of Concrete Structures." Doctoral thesis, Lithuanian Academic Libraries Network (LABT), 2009. http://vddb.library.lt/obj/LT-eLABa-0001:E.02~2009~D_20091102_090235-06535.

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Due to the use of refined ultimate state theories as well as high strength concrete and reinforcement, resulting in longer spans and smaller depths, the serviceability criteria often limits application of modern reinforced concrete (RC) superstructures. In structural analysis, civil engineers can choose between traditional design code methods and numerical techniques. In order to choose a particular calculation method, engineers should be aware of accuracy of differ-ent techniques. Adequate modelling of RC cracking and, particularly, post-cracking behaviour, as one of the major sources of nonl
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Sooriyaarachchi, Harsha. "Tension stiffening effect in GFRP reinforced concrete elements." Thesis, University of Sheffield, 2006. http://etheses.whiterose.ac.uk/3079/.

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The deflection of Glass Fibre Reinforced Polymer Reinforced Concrete (GFRP RC) is often the governing criterion for design. The lack of fundamental research particularly on the tension stiffening behaviour of GFRP RC has hindered both the development of fundamental equations to predict deflection and the use of nonlinear Finite Element (FE) analysis for predicting the structural behaviour of GFRP RC. This thesis investigates the tension stiffening effect of GFRP RC in an effort to improve the predictability of GFRP RC deformation behaviour. The study adopts a holistic approach for tension stif
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Antonopoulos, Agisilaos. "The long term effects of tension stiffening in reinforced concrete." Thesis, University of Leeds, 2003. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.396546.

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Lam, W.-K. F. "Constitutive relations for finite element analysis of tension stiffening in reinforced concrete." Thesis, University of Cambridge, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.233266.

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Arana, Villafán Tomás [Verfasser]. "Fatigue of the tension-stiffening effect in reinforced concrete / Tomás Arana Villafán." Hamburg : Universitätsbibliothek der Technischen Universität Hamburg-Harburg, 2021. http://d-nb.info/1236991435/34.

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Mobasher, Barzin. "Development of Design Procedures for Flexural Applications of Textile Composite Systems Based on Tension Stiffening Models." Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2011. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-77984.

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The Aveston Copper and Kelly (ACK) Method has been routinely used in estimating the efficiency of the bond between the textile and cementitious matrix. This method however has a limited applicability due to the simplifying assumptions such as perfect bond. A numerical model for simulation of tensile behavior of reinforced cement-based composites is presented to capture the inefficiency of the bond mechanisms. In this approach the role of interface properties which are instrumental in the simulation of the tensile response is investigated. The model simulates the tension stiffening effect of cr
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Books on the topic "Tension stiffening"

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Krasnopolskaia, Iuliia. Design and Parametric Modeling of Pretensioned and Stiffened Membranes Project Work. Technische Universität Dresden, 2021. http://dx.doi.org/10.25368/2022.407.

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This research aimed to develop conceptually the pretensioned and stiffened membrane structures, using an experimental approach and computer simulation. The physical method of form finding included the pretensioned fabric with the glued grid made of the wooden sticks. Relaxation of the stressed membrane contributed to forming the specific anticlastic hyparic surface by energy release. The influence of the rigid elements pattern, intensity and direction of pretensioning on the final shape was investigated. The tensegrity structures were also built applying the same form finding way. These experi
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Book chapters on the topic "Tension stiffening"

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Hernández-Montes, Enrique, and Luisa María Gil-Martín. "Tension stiffening of concrete and embedded bar models." In Concrete Structures. CRC Press, 2024. http://dx.doi.org/10.1201/9781003169659-7.

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Moreno, D. M., W. Trono, G. Jen, C. Ostertag, and S. L. Billington. "Tension-Stiffening in Reinforced High Performance Fiber-Reinforced Cement-Based Composites under Direct Tension." In High Performance Fiber Reinforced Cement Composites 6. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-2436-5_32.

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Baena, M., A. Turon, Ll Torres, C. Miàs, C. Barris, and G. Barbeta. "Experimental Study on the Tension Stiffening Effect of GFRP RC Elements." In Advances in FRP Composites in Civil Engineering. Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_57.

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Mondal, T. Ghosh, and S. Suriya Prakash. "Effect of Tension Stiffening on Torsional Behaviour of Square RC Columns." In Advances in Structural Engineering. Springer India, 2015. http://dx.doi.org/10.1007/978-81-322-2187-6_163.

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Lárusson, L., G. Fischer, and J. Jönsson. "Mechanical Interaction between Concrete and Structural Reinforcement in the Tension Stiffening Process." In High Performance Fiber Reinforced Cement Composites 6. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-2436-5_30.

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Kulkarni, Sumant, Mukund Shiyekar, Sandip Shiyekar, and Zain Kangda. "Effect of confinement on tension stiffening effect of RC beams subjected to flexure." In Recent Advances in Material, Manufacturing, and Machine Learning. CRC Press, 2024. http://dx.doi.org/10.1201/9781003450252-15.

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Silva, Marco Antonio, Marco Pepe, Michele Pfeil, Barzin Mobasher, and Romildo Dias Toledo-Filho. "Tension Stiffening Behavior of Self Compacting High Strength Fiber Reinforced Concrete Incorporating River Gravels." In High Tech Concrete: Where Technology and Engineering Meet. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_48.

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Ramancha, Mukesh Kumar, T. Ghosh Mondal, and S. Suriya Prakash. "Softened Truss Model for FRP Strengthened RC Members Under Torsion Including Tension Stiffening Effect." In Advances in Structural Engineering. Springer India, 2014. http://dx.doi.org/10.1007/978-81-322-2190-6_42.

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Trono, W., G. Jen, D. Moreno, S. Billington, and C. P. Ostertag. "Confinement and Tension Stiffening Effects in High Performance Self-consolidated Hybrid Fiber Reinforced Concrete Composites." In High Performance Fiber Reinforced Cement Composites 6. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-2436-5_31.

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Peng, Chengming, Zhihui Peng, Jiaqi Li, and Junzheng Zhang. "Key Construction and Control Technology of Long Span Self-anchored Suspension Bridge with Cable Before Beam." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2532-2_14.

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AbstractShatian Bridge is a self-anchored suspension bridge with a main span of 320 m. It is constructed by the overall construction technology of “cable before the beam”. The main cable is temporarily fixed through the temporary anchorage system, and the main beam construction is based on the main cable. After the main beam is hoisted and welded, the main cable is temporarily fixed, and the tensile force of the main cable is transferred to the main beam to complete the system conversion. The bridge adopts permanent-temporary combined with temporary anchorage, effectively saving the cost. The
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Conference papers on the topic "Tension stiffening"

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Jia, Qinlong, and Dong Xu. "The role evaluation of the biaxial tension stiffening of rebars and crack behaviors on the performance of low-reinforced concrete panels." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.2672.

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<p>The study of RC panels underpins numerous standards regarding shear theory for beams, including AASHTO and the Fib Model Code 2010. However, existing models rely on empirical calibration of panel tests with complex loading conditions, which are often not universally applicable. In particular, the computational accuracy for low-reinforced panels is typically inadequate. This study proposes a modified cracked membrane model (MCMM) that incorporates a more realistic bond-slip law with fewer simplifications and introduces a biaxial tension stiffening model for rebars. Additionally, the cr
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Weiss, Felix, and Joshua Merlis. "Multibody Rotor Blade Modeling Based on Component Mode Synthesis." In Vertical Flight Society 81st Annual Forum and Technology Display. The Vertical Flight Society, 2025. https://doi.org/10.4050/f-0081-2025-334.

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Helicopter rotor blades with several different parts, multiple load paths and/or springs and dampers can be modeled as a multibody system, into which finite element descriptions of flexible bodies can be integrated. When doing so, model order reductions can be necessary for robustness and/or performance reasons. A known drawback of such reductions is that the isolated modes of the particular bodies may not adequately describe their actual deformations in the multibody system. To alleviate this problem, the paper proposes a Craig-Bampton reduction for the flexible bodies. Compared to a standard
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Laundrie, Thomas F. "ECSCC—An Unusual Direction." In CORROSION 2006. NACE International, 2006. https://doi.org/10.5006/c2006-06507.

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Abstract External Chloride Stress Corrosion Cracking (ECSCC) of austenitic stainless steels is a known problem along marine coasts. The familiar branched cracks can often be seen with the unaided eye, and are even more discernable with Dye Penetrant testing. The example in this article points out the unexpected crack appearance and geometry found in columns operating under a vacuum, compared to those operating under pressure. The main crack direction is normal, (90 degrees), to the major tensile stress. With a column under internal pressure the major tensile stresses are hoop stresses and long
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"Evaluation and Management of Tension Stiffening." In SP-284: Andy Scanlon Symposium on Serviceability and Safety of Concrete Structures: From Research to Practice. American Concrete Institute, 2012. http://dx.doi.org/10.14359/51683807.

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Yi Chen, Jean H. Chang, Alison S. Greenlee, Kenneth C. Cheung, Alex H. Slocum, and Rajiv Gupta. "Multi-turn, tension-stiffening catheter navigation system." In 2010 IEEE International Conference on Robotics and Automation (ICRA 2010). IEEE, 2010. http://dx.doi.org/10.1109/robot.2010.5509786.

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"Tension Stiffening Behavior of GFRP-Reinforced Concrete." In SP-230: 7th International Symposium on Fiber-Reinforced (FRP) Polymer Reinforcement for Concrete Structures. American Concrete Institute, 2005. http://dx.doi.org/10.14359/14876.

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"Analysis of 1-D Tension Stiffening with Discrete Cracks." In SP-225: Serviceability of Concrete: A Symposium Honoring Dr. Edward G. Nawy. American Concrete Institute, 2005. http://dx.doi.org/10.14359/14377.

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"Tension Stiffening Model for Steel Fiber-Reinforced Concrete Members." In "SP-193: Repair, Rehabilitation, and Maintenance of Concrete Structures, and Innovations in Design and Construction - Pro". American Concrete Institute, 2000. http://dx.doi.org/10.14359/5826.

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"Tension Stiffening and Cracking Behavior in High-Strength Concrete." In SP-180: Bond and Development of Reinforcement - A Tribute to Dr. Peter Gergely. American Concrete Institute, 1998. http://dx.doi.org/10.14359/5874.

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Kim, Min Sook, and Young Hak Lee. "Comparison of Tension Stiffening Models for High Strength Concrete Beams." In The World Congress on Civil, Structural, and Environmental Engineering. Avestia Publishing, 2016. http://dx.doi.org/10.11159/icsenm16.109.

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