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Journal articles on the topic 'Tension stiffening mechanism'

Author: Grafiati

Published: 10 December 2022

Last updated: 28 July 2025

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1

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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2

Muhamad, Rahimah, M. S. Mohamed Ali, Deric John Oehlers, and Michael Griffith. "The Tension Stiffening Mechanism in Reinforced Concrete Prisms." Advances in Structural Engineering 15, no. 12 (2012): 2053–69. http://dx.doi.org/10.1260/1369-4332.15.12.2053.

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3

Yang, Zhi Jun, Xin Chen, Su Juan Wang, Jian Gao, and Xin Du Chen. "From Shape to Feature - A Novel Structural Design Idea for Dynamic Feature Adjustable Micro Motion Stages Based on Tension Stiffening." Key Engineering Materials 679 (February 2016): 49–54. http://dx.doi.org/10.4028/www.scientific.net/kem.679.49.

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Guidance mechanism such as fast tool servo (FTS) is widely used in precision machining, in the current design method, either the analytic solution or topological optimization, the dynamic feature, namely the stiffness, inertial and frequency, are subjected to the shape and sizing of the designed structure, especially sensitive to the geometric feature of flexure hinge, which caused high machining precision and high cost. In this proceeding, a novel structural design idea for guidance mechanism type micro motion stages based on tension stiffening which allow the dynamic feature adjustable is pr

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4

Li, L. P., M. D. Buschmann, and A. Shirazi-Adl. "Strain-rate Dependent Stiffness of Articular Cartilage in Unconfined Compression." Journal of Biomechanical Engineering 125, no. 2 (2003): 161–68. http://dx.doi.org/10.1115/1.1560142.

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The stiffness of articular cartilage is a nonlinear function of the strain amplitude and strain rate as well as the loading history, as a consequence of the flow of interstitial water and the stiffening of the collagen fibril network. This paper presents a full investigation of the interplay between the fluid kinetics and fibril stiffening of unconfined cartilage disks by analyzing over 200 cases with diverse material properties. The lower and upper elastic limits of the stress (under a given strain) are uniquely established by the instantaneous and equilibrium stiffness (obtained numerically

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5

Islam, Mohammad Momeen Ul. "Investigation of long-term tension stiffening mechanism for ultra-high-performance fiber reinforced concrete (UHPFRC)." Construction and Building Materials 321 (February 2022): 126310. http://dx.doi.org/10.1016/j.conbuildmat.2022.126310.

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6

Shivers, Jordan L., Jingchen Feng, Anne S. G. van Oosten, Herbert Levine, Paul A. Janmey, and Fred C. MacKintosh. "Compression stiffening of fibrous networks with stiff inclusions." Proceedings of the National Academy of Sciences 117, no. 35 (2020): 21037–44. http://dx.doi.org/10.1073/pnas.2003037117.

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Tissues commonly consist of cells embedded within a fibrous biopolymer network. Whereas cell-free reconstituted biopolymer networks typically soften under applied uniaxial compression, various tissues, including liver, brain, and fat, have been observed to instead stiffen when compressed. The mechanism for this compression-stiffening effect is not yet clear. Here, we demonstrate that when a material composed of stiff inclusions embedded in a fibrous network is compressed, heterogeneous rearrangement of the inclusions can induce tension within the interstitial network, leading to a macroscopic

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7

Cornachione, Anabelle S., and Dilson E. Rassier. "A non-cross-bridge, static tension is present in permeabilized skeletal muscle fibers after active force inhibition or actin extraction." American Journal of Physiology-Cell Physiology 302, no. 3 (2012): C566—C574. http://dx.doi.org/10.1152/ajpcell.00355.2011.

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When activated muscle fibers are stretched, there is a long-lasting increase in the force. This phenomenon, referred to as “residual force enhancement,” has characteristics similar to those of the “static tension,” a long-lasting increase in force observed when muscles are stretched in the presence of Ca2+ but in the absence of myosin-actin interaction. Independent studies have suggested that these two phenomena have a common mechanism and are caused either by 1) a Ca2+-induced stiffening of titin or by 2) promoting titin binding to actin. In this study, we performed two sets of experiments in

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8

Farris, Dominic James, Jonathon Birch, and Luke Kelly. "Foot stiffening during the push-off phase of human walking is linked to active muscle contraction, and not the windlass mechanism." Journal of The Royal Society Interface 17, no. 168 (2020): 20200208. http://dx.doi.org/10.1098/rsif.2020.0208.

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The rigidity of the human foot is often described as a feature of our evolution for upright walking and is bolstered by a thick plantar aponeurosis that connects the heel to the toes. Previous descriptions of human foot function consider stretch of the plantar aponeurosis via toe extension (windlass mechanism) to stiffen the foot as it is levered against the ground for push-off during walking. In this study, we applied controlled loading to human feet in vivo , and studied foot function during the push-off phase of walking, with the aim of carefully testing how the foot is tensioned during con

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9

Megalooikonomou, Konstantinos G. "PHAETHON: Software for Analysis of Shear-Critical Reinforced Concrete Columns." Modern Applied Science 12, no. 3 (2018): 1. http://dx.doi.org/10.5539/mas.v12n3p1.

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Earthquake collapse of substandard reinforced concrete (RC) buildings, designed and constructed before the development of modern seismic design Codes, has triggered intense efforts by the scientific community for accurate assessment of this building stock. Most of the proposed procedures for the prediction of building strength and deformation indices were validated by assembling databases of RC column specimens tested under axial load and reversed cyclic lateral drift histories. Usually a column structural behavior is assessed by considering all involving mechanisms of behavior, namely flexure

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10

Killaars, Anouk R., Cierra J. Walker, and Kristi S. Anseth. "Nuclear mechanosensing controls MSC osteogenic potential through HDAC epigenetic remodeling." Proceedings of the National Academy of Sciences 117, no. 35 (2020): 21258–66. http://dx.doi.org/10.1073/pnas.2006765117.

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Cells sense mechanical cues from the extracellular matrix to regulate cellular behavior and maintain tissue homeostasis. The nucleus has been implicated as a key mechanosensor and can directly influence chromatin organization, epigenetic modifications, and gene expression. Dysregulation of nuclear mechanosensing has been implicated in several diseases, including bone degeneration. Here, we exploit photostiffening hydrogels to manipulate nuclear mechanosensing in human mesenchymal stem cells (hMSCs) in vitro. Results show that hMSCs respond to matrix stiffening by increasing nuclear tension and

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11

Sadeghian, Vahid, Said Ali Said, and David Lau. "Modelling of CFRP-Strengthened RC Shear Walls with a Focus on End-Anchor Effects." Buildings 13, no. 3 (2023): 747. http://dx.doi.org/10.3390/buildings13030747.

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This study first provides an overview of the development of a novel tube anchor system for the seismic strengthening or repair of reinforced concrete (RC) shear walls with carbon fibre-reinforced polymer (CFRP) sheets. The new anchor system can significantly improve the load transfer mechanism between the CFRP and supporting RC structural elements, resulting in ductile behaviour of the strengthened shear walls with increases of lateral load capacity and ductility by up to 2.6 and 8.3 times, respectively. The study then presents a new finite element modelling technique capable of capturing the

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12

Nocella, Marta, Giovanni Cecchi, Maria Angela Bagni, and Barbara Colombini. "Force enhancement after stretch in mammalian muscle fiber: no evidence of cross-bridge involvement." American Journal of Physiology-Cell Physiology 307, no. 12 (2014): C1123—C1129. http://dx.doi.org/10.1152/ajpcell.00290.2014.

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Stretching of activated skeletal muscles induces a force increase above the isometric level persisting after stretch, known as residual force enhancement (RFE). RFE has been extensively studied; nevertheless, its mechanism remains debated. Unlike previous RFE studies, here the excess of force after stretch, termed static tension (ST), was investigated with fast stretches (amplitude: 3–4% sarcomere length; duration: 0.6 ms) applied at low tension during the tetanus rise in fiber bundles from flexor digitorum brevis (FDB) mouse muscle at 30°C. ST was measured at sarcomere length between 2.6 and

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13

Candido, Leandro, Francesco Micelli, Emilia Vasanelli, Maria Antonietta Aiello, and Giovanni A. Plizzari. "Cracking Analysis of FRC Beams under Sustained Long-Term Loading." Key Engineering Materials 711 (September 2016): 844–51. http://dx.doi.org/10.4028/www.scientific.net/kem.711.844.

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Crack formation within concrete members undergoing flexural loading is a complex mechanism, which governs the serviceability and durability of concrete structures. As for reinforced concrete (RC) members, a number of works based on empirical or theoretical approaches are published in the scientific literature. All the models propose a formulation for the estimation of crack spacing and crack width taking into account several parameters. Mechanical properties of concrete matrix, reinforcement ratio, concrete cover, bar diameter and size effect are the most influencing parameters on the cracking

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14

FORMISANO, A., F. M. MAZZOLANI, and GIANFRANCO DE MATTEIS. "NUMERICAL ANALYSIS OF SLENDER STEEL SHEAR PANELS FOR ASSESSING DESIGN FORMULAS." International Journal of Structural Stability and Dynamics 07, no. 02 (2007): 273–94. http://dx.doi.org/10.1142/s0219455407002289.

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In the framework of passive control devices for the seismic protection of new and existing buildings, large attention is getting more focused on Steel Plate Shear Walls (SPSW). Such a system, which is characterized by the use of slender steel panels, has been largely adopted in the last few years both in the North America and Japan. The structural behavior of slender shear walls is strongly conditioned by buckling phenomena, which may have a significant influence also on the ultimate strength of the system, despite the development of stable post-critical behavior due to tension field mechanism

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15

Zheng, Kaiqi, Siyuan Zhou, Yaohui Zhang, et al. "Simplified Evaluation of Shear Stiffness Degradation of Diagonally Cracked Reinforced Concrete Beams." Materials 16, no. 13 (2023): 4752. http://dx.doi.org/10.3390/ma16134752.

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Shear cracking in concrete box-girder bridges, which could cause excessive deflection during the serviceability limit state, cannot be effectively avoided by code-guided design. While elastic shear deformation only accounts for a small proportion of total deformation for un-cracked reinforced concrete (RC) beams, the magnitude of after-cracking shear deformation becomes comparable to flexural deformation for RC beams. However, there is still a lack of practical models to predict the after-cracking shear deformation of RC beams. First, six thin-webbed I beams were tested to investigate the shea

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16

Zuo, Hangjia, Hong Cheng, Meiting Lin, et al. "The effect of aging on the ciliary muscle and its potential relationship with presbyopia: a literature review." PeerJ 12 (December 24, 2024): e18437. https://doi.org/10.7717/peerj.18437.

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Background The ciliary muscle is known to play a part in presbyopia, but the mechanism has not received a comprehensive review, which this study aims to achieve. We examined relevant articles published from 1975 through 2022 that explored various properties of the muscle and related tissues in humans and rhesus monkeys. These properties include geometry, elasticity, rigidity, and composition, and were studied using a range of imaging technologies, computer models, and surgical methods. We identified a notable age-related displacement of the ciliary muscle apex that is characterized by anterior

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17

Beeby, A. W., and R. H. Scott. "Mechanisms of long-term decay of tension stiffening." Magazine of Concrete Research 58, no. 5 (2006): 255–66. http://dx.doi.org/10.1680/macr.2006.58.5.255.

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18

Monfardini, Linda, Luca Facconi, and Fausto Minelli. "Experimental Tests on Fiber-Reinforced Alkali-Activated Concrete Beams Under Flexure: Some Considerations on the Behavior at Ultimate and Serviceability Conditions." Materials 12, no. 20 (2019): 3356. http://dx.doi.org/10.3390/ma12203356.

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Alkali-activated concrete (AAC) is an alternative concrete typology whose innovative feature, compared to ordinary concrete, is represented by the use of fly ash as a total replacement of Portland cement. Fly ash combined with an alkaline solution and cured at high temperature reacts to form a geopolymeric binder. The growing interest in using AACs for structural applications comes from the need of reducing the global demand of Portland cement, whose production is responsible for about 9% of global anthropogenic CO2 emissions. Some research studies carried out in the last few years have proved

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19

Ghiassi, Bahman, Masoud Soltani, and Sara Rahnamaye Sepehr. "Micromechanical modeling of tension stiffening in FRP-strengthened concrete elements." Journal of Composite Materials 52, no. 19 (2018): 2577–96. http://dx.doi.org/10.1177/0021998317751248.

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This article presents a micromodeling computational framework for simulating the tensile response and tension-stiffening behavior of fiber reinforced polymer–strengthened reinforced concrete elements. The total response of strengthened elements is computed based on the local stress transfer mechanisms at the crack plane including concrete bridging stress, reinforcing bars stress, FRP stress, and the bond stresses at the bars-to-concrete and fiber reinforced polymer-to-concrete interfaces. The developed model provides the possibility of calculating the average response of fiber reinforced polym

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20

Hegemier, G. A., H. Murakami, and L. J. Hageman. "On tension stiffening in reinforced concrete." Mechanics of Materials 4, no. 2 (1985): 161–79. http://dx.doi.org/10.1016/0167-6636(85)90014-6.

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21

Koeberl, Bernd, and Kaspar Willam. "Question of Tension Softening versus Tension Stiffening in Plain and Reinforced Concrete." Journal of Engineering Mechanics 134, no. 9 (2008): 804–8. http://dx.doi.org/10.1061/(asce)0733-9399(2008)134:9(804).

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22

Ian Gilbert, R. "Tension Stiffening in Lightly Reinforced Concrete Slabs." Journal of Structural Engineering 133, no. 6 (2007): 899–903. http://dx.doi.org/10.1061/(asce)0733-9445(2007)133:6(899).

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23

Vigdergauz, Shmuel. "Optimal stiffening of holes under equibiaxial tension." International Journal of Solids and Structures 30, no. 4 (1993): 569–77. http://dx.doi.org/10.1016/0020-7683(93)90188-d.

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24

Link, Richard A., Alaa E. Elwi, and Andrew Scanlon. "Biaxial Tension Stiffening due to Generally Oriented Reinforcing Layers." Journal of Engineering Mechanics 115, no. 8 (1989): 1647–62. http://dx.doi.org/10.1061/(asce)0733-9399(1989)115:8(1647).

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25

Mo, Jingyi, Sylvain F. Prévost, Liisa M. Blowes, et al. "Interfibrillar stiffening of echinoderm mutable collagenous tissue demonstrated at the nanoscale." Proceedings of the National Academy of Sciences 113, no. 42 (2016): E6362—E6371. http://dx.doi.org/10.1073/pnas.1609341113.

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The mutable collagenous tissue (MCT) of echinoderms (e.g., sea cucumbers and starfish) is a remarkable example of a biological material that has the unique attribute, among collagenous tissues, of being able to rapidly change its stiffness and extensibility under neural control. However, the mechanisms of MCT have not been characterized at the nanoscale. Using synchrotron small-angle X-ray diffraction to probe time-dependent changes in fibrillar structure during in situ tensile testing of sea cucumber dermis, we investigate the ultrastructural mechanics of MCT by measuring fibril strain at dif

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26

Sahamitmongkol, Raktipong, and Toshiharu Kishi. "Tension stiffening effect and bonding characteristics of chemically prestressed concrete under tension." Materials and Structures 44, no. 2 (2010): 455–74. http://dx.doi.org/10.1617/s11527-010-9641-5.

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27

Torres, Ll, F. López-Almansa, and L. M. Bozzo. "Tension-Stiffening Model for Cracked Flexural Concrete Members." Journal of Structural Engineering 130, no. 8 (2004): 1242–51. http://dx.doi.org/10.1061/(asce)0733-9445(2004)130:8(1242).

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28

Santana Rangel, Caroline, Marco Pepe, Mayara Amario, Lucas Caon Menegatti, Enzo Martinelli, and Romildo Dias Toledo Filho. "Effects of Freeze-Thaw and Wet-Dry Cycles on Tension Stiffening Behavior of Reinforced RAC Elements." Applied Sciences 11, no. 21 (2021): 10063. http://dx.doi.org/10.3390/app112110063.

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In the last several decades, the growth of Construction and Demolition Waste (CDW) production and the increased consumption of natural resources have led to promoting the use of secondary raw materials for a more sustainable construction. Specifically, the use of Recycled Concrete Aggregate (RCA), derived from waste concrete, for the production of Recycled Aggregate Concrete (RAC) has attracted a significant interest both in industry and in academia. However, the use of RAC in field applications still finds some barriers. In this context, the present study investigates experimentally the effec

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29

Zanuy, Carlos. "Investigating the negative tension stiffening effect of reinforced concrete." Structural Engineering and Mechanics 34, no. 2 (2010): 189–211. http://dx.doi.org/10.12989/sem.2010.34.2.189.

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30

Bischoff, Peter H. "Tension Stiffening and Cracking of Steel Fiber-Reinforced Concrete." Journal of Materials in Civil Engineering 15, no. 2 (2003): 174–82. http://dx.doi.org/10.1061/(asce)0899-1561(2003)15:2(174).

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31

Girton, T. S., T. R. Oegema, E. D. Grassl, B. C. Isenberg, and R. T. Tranquillo. "Mechanisms of Stiffening and Strengthening in Media-Equivalents Fabricated Using Glycation." Journal of Biomechanical Engineering 122, no. 3 (2000): 216–23. http://dx.doi.org/10.1115/1.429652.

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We have recently reported that glycation can be exploited to increase the circumferential tensile stiffness and ultimate tensile strength of media-equivalents (MEs) and increase their resistance to collagenolytic degradation, all without loss of cell viability (Girton et al., 1999). The glycated MEs were fabricated by entrapping high passage adult rat aorta SMCs in collagen gel made from pepsin-digested bovine dermal collagen, and incubated for up to 10 weeks in complete medium with 30 mM ribose added. We report here on experiments showing that ME compaction due to traction exerted by the SMCs

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32

Vecchio, F. J., and S. Balopoulou. "On the nonlinear behaviour of reinforced concrete frames." Canadian Journal of Civil Engineering 17, no. 5 (1990): 698–704. http://dx.doi.org/10.1139/l90-083.

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An experimental investigation is described in which a large-scale reinforced concrete plane frame is tested to study factors contributing to its nonlinear behaviour under short-term loading conditions. The test results indicate that frame behaviour can be significantly affected by second-order influences such as material nonlinearities, geometric nonlinearities, concrete shrinkage, tension stiffening effects, shear deformations, and membrane action. A nonlinear frame analysis procedure, previously developed taking these mechanisms into account, is shown to accurately predict most aspects of be

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33

Lee, Jung-Yoon, and Sang-Woo Kim. "Torsional Strength of RC Beams Considering Tension Stiffening Effect." Journal of Structural Engineering 136, no. 11 (2010): 1367–78. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000237.

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34

Seema, N. Baldassino, and R. Zandonini. "Insight into the tension stiffening behavior of reinforced concrete tension members revealed by finite element modeling." International Journal for Computational Methods in Engineering Science and Mechanics 19, no. 6 (2018): 425–32. http://dx.doi.org/10.1080/15502287.2018.1534158.

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35

Khalfallah, S. "Tension stiffening model for nonlinear analysis of GFRP-RC members." IES Journal Part A: Civil & Structural Engineering 6, no. 4 (2013): 269–77. http://dx.doi.org/10.1080/19373260.2013.801329.

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36

Ebead, U. A. "Tension-stiffening model for FRP-strengthened concrete two-way slabs." Materials and Structures 38, no. 276 (2005): 193–200. http://dx.doi.org/10.1617/14089.

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37

Pirayeh Gar, Shobeir, Monique Head, and Stefan Hurlebaus. "Tension Stiffening in Prestressed Concrete Beams Using Moment-Curvature Relationship." Journal of Structural Engineering 138, no. 8 (2012): 1075–78. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000534.

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38

Patel, K. A., Sandeep Chaudhary, and A. K. Nagpal. "A tension stiffening model for analysis of RC flexural members under service load." Computers and Concrete 17, no. 1 (2016): 29–51. http://dx.doi.org/10.12989/cac.2016.17.1.029.

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39

Li, L. P., M. D. Buschmann, and A. Shirazi-Adl. "The Asymmetry of Transient Response in Compression Versus Release for Cartilage in Unconfined Compression." Journal of Biomechanical Engineering 123, no. 5 (2001): 519–22. http://dx.doi.org/10.1115/1.1388295.

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Observations in compression tests of articular cartilage have revealed unequal load increments for compression and release of the same amplitude applied to a disk with an identical previously imposed compression (in equilibrium). The mechanism of this asymmetric transient response is investigated here using a nonlinear fibril-reinforced model. It is found that the asymmetry is predominantly produced by the fibril stiffening with its tensile strain. In addition, allowing the hydraulic permeability to decrease significantly with compressive dilatation of cartilage increases the transient fibril

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40

Ebead, U. A., and H. Marzouk. "Tension-stiffening model for FRP-strenghened RC concrete two-way slabs." Materials and Structures 38, no. 2 (2005): 193–200. http://dx.doi.org/10.1007/bf02479344.

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41

Bentz, Evan C. "Explaining the Riddle of Tension Stiffening Models for Shear Panel Experiments." Journal of Structural Engineering 131, no. 9 (2005): 1422–25. http://dx.doi.org/10.1061/(asce)0733-9445(2005)131:9(1422).

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42

Gupta, Ajaya K., and Sérgio R. Maestrini. "Post‐Cracking Behavior of Membrane Reinforced Concrete Elements Including Tension‐Stiffening." Journal of Structural Engineering 115, no. 4 (1989): 957–76. http://dx.doi.org/10.1061/(asce)0733-9445(1989)115:4(957).

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43

Kaklauskas, Gintaris, and Viktor Gribniak. "Hybrid Tension Stiffening Approach for Decoupling Shrinkage Effect in Cracked Reinforced Concrete Members." Journal of Engineering Mechanics 142, no. 11 (2016): 04016085. http://dx.doi.org/10.1061/(asce)em.1943-7889.0001148.

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44

Nayal, Rim, and Hayder A. Rasheed. "Tension Stiffening Model for Concrete Beams Reinforced with Steel and FRP Bars." Journal of Materials in Civil Engineering 18, no. 6 (2006): 831–41. http://dx.doi.org/10.1061/(asce)0899-1561(2006)18:6(831).

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45

Soranakom, Chote, and Barzin Mobasher. "Modeling of tension stiffening in reinforced cement composites: Part I. Theoretical modeling." Materials and Structures 43, no. 9 (2010): 1217–30. http://dx.doi.org/10.1617/s11527-010-9594-8.

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46

Albrecht, Gert, Marcus Rutner, Akimitsu Kurita, and Osamu Ohyama. "Modifikation des DIN -Fachberichtes 104 hinsichtlich der Berechnung des Langzeit-Tension Stiffening." Stahlbau 73, no. 9 (2004): 648–55. http://dx.doi.org/10.1002/stab.200490165.

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47

Borri, Claudio, Andrea Chiarugi, and Paolo Foraboschi. "Numerical Modelling of the Collapse Mechanisms of Thin R.C. Shells." International Journal of Space Structures 9, no. 3 (1994): 135–45. http://dx.doi.org/10.1177/026635119400900302.

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The present work aims at modelling the collapse mechanisms and the related limit loads of thin R.C. shells. A numerical approach is developed, in order to model both the buckling and the bending collapse mechanisms within the framework of the finite element technique. The mechanical behaviour of R.C. is modelled with an elasto-plastic-fracturing formulation including a special tension-stiffening approach along with a smeared cracks mode. Doubly curved elements are used in order to describe the shape of the shell. The proposed method of modelling is applied to an R.C. shell of large span and sm

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48

Bischoff, Peter H. "Discussion of “Tension Stiffening in Lightly Reinforced Concrete Slabs” by R. Ian Gilbert." Journal of Structural Engineering 134, no. 7 (2008): 1259–60. http://dx.doi.org/10.1061/(asce)0733-9445(2008)134:7(1259).

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49

Kaklauskas, Gintaris, Viktor Gribniak, and Darius Bacinskas. "Discussion of “Tension Stiffening in Lightly Reinforced Concrete Slabs” by R. Ian Gilbert." Journal of Structural Engineering 134, no. 7 (2008): 1261–62. http://dx.doi.org/10.1061/(asce)0733-9445(2008)134:7(1261).

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50

Burns, Clare, Hans Seelhofer, and Peter Marti. "Discussion of “Tension Stiffening in Lightly Reinforced Concrete Slabs” by R. Ian Gilbert." Journal of Structural Engineering 134, no. 7 (2008): 1262–64. http://dx.doi.org/10.1061/(asce)0733-9445(2008)134:7(1262).

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