{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,1,13]],"date-time":"2026-01-13T23:43:58Z","timestamp":1768347838613,"version":"3.49.0"},"reference-count":54,"publisher":"Wiley","issue":"1","license":[{"start":{"date-parts":[[2025,7,30]],"date-time":"2025-07-30T00:00:00Z","timestamp":1753833600000},"content-version":"am","delay-in-days":365,"URL":"http:\/\/onlinelibrary.wiley.com\/termsAndConditions#am"},{"start":{"date-parts":[[2024,7,30]],"date-time":"2024-07-30T00:00:00Z","timestamp":1722297600000},"content-version":"vor","delay-in-days":0,"URL":"http:\/\/onlinelibrary.wiley.com\/termsAndConditions#vor"}],"funder":[{"DOI":"10.13039\/100006129","name":"FCT","doi-asserted-by":"publisher","award":["PTDC\/ECI\u2010EST\/6300\/2020"],"award-info":[{"award-number":["PTDC\/ECI\u2010EST\/6300\/2020"]}],"id":[{"id":"10.13039\/100006129","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/100006129","name":"FCT","doi-asserted-by":"publisher","award":["PID2021\u2010125553NB\u2010I00"],"award-info":[{"award-number":["PID2021\u2010125553NB\u2010I00"]}],"id":[{"id":"10.13039\/100006129","id-type":"DOI","asserted-by":"publisher"}]}],"content-domain":{"domain":["onlinelibrary.wiley.com"],"crossmark-restriction":true},"short-container-title":["Structural Concrete"],"published-print":{"date-parts":[[2025,2]]},"abstract":"<jats:title>Abstract<\/jats:title><jats:p>This paper describes the 3rd Blind Simulation Competition (BSC) organized by the <jats:italic>fib<\/jats:italic> WP 2.4.1 which aims to assess the predictive performance of models based on the finite element method (FEM) for analysis and design of fiber reinforced concrete (FRC) structures submitted to loading and support conditions that promote punching failure mode. Fiber reinforcement is used in an attempt to eliminate conventional punching reinforcement and provide technical and economic advantages. The two tested real\u2010size prototypes represent a column\u2010slab interior region of an elevated steel\u2010fiber reinforced concrete (E\u2010SFRC) slab where anti\u2010progressive collapse reinforcement is disposed in the alignment of columns\/piles. Despite a punching failure surface being formed in both experimentally tested prototypes at the rupture stage, fiber reinforcement was able to mobilize the yield capacity of the conventional flexural reinforcement, providing high deformation capacity, and ductility to the prototypes. The average post\u2010peak load\u2010carrying capacity of the tested prototypes at a deflection seven times higher than the deflection at yield initiation of the conventional reinforcement was still 90% of the average peak load. Regarding the BSC, a total of 26 proposals were received and involved 94 participants from 29 institutions and 17 countries, with 53.9% using smeared crack models (SCMs), 30.8% a concrete damage plasticity (CDP) model, 3.8% discrete crack models (DCMs) and 11.5% considered as \u201cother models.\u201d From these simulations it was verified, in average terms, that SCM assured the best predictive performance apart from the average strain in the SFRC and the maximum crack width which were better predicted by DCM. More accurate predictions were obtained by using in\u2010house software than by adopting commercial software.<\/jats:p>","DOI":"10.1002\/suco.202400061","type":"journal-article","created":{"date-parts":[[2024,7,30]],"date-time":"2024-07-30T09:42:40Z","timestamp":1722332560000},"page":"385-424","update-policy":"https:\/\/doi.org\/10.1002\/crossmark_policy","source":"Crossref","is-referenced-by-count":4,"title":["Blind competition on the numerical simulation of slabs reinforced with conventional flexural reinforcement and fibers subjected to punching loading configuration"],"prefix":"10.1002","volume":"26","author":[{"ORCID":"https:\/\/orcid.org\/0000-0003-1528-757X","authenticated-orcid":false,"given":"Joaquim A. O.","family":"Barros","sequence":"first","affiliation":[{"name":"ISISE, Department of Civil Engineering, School of Engineering, University of Minho  Guimaraes Portugal"}]},{"given":"Beatriz","family":"Sanz","sequence":"additional","affiliation":[{"name":"Department of Materials Science, Technical University of Madrid, ETS de Ingenieros de Caminos  Canales y Puertos Spain"}]},{"given":"Marc\u00edlio","family":"Filho","sequence":"additional","affiliation":[{"name":"ISISE, Department of Civil Engineering, School of Engineering, University of Minho  Guimaraes Portugal"}]},{"given":"Petr","family":"Kabele","sequence":"additional","affiliation":[{"name":"Faculty of Civil Engineering, Czech Technical University in Prague  Prague Czech Republic"}]},{"given":"Rena C.","family":"Yu","sequence":"additional","affiliation":[{"name":"School of Civil Engineering, University of Castilla\u2010La Mancha  Ciudad Real Spain"}]},{"given":"G\u00fcnther","family":"Meschke","sequence":"additional","affiliation":[{"name":"Institute for Structural Mechanics, Department of Civil and Environmental Engineering Sciences, Ruhr University  Bochum Germany"}]},{"given":"Jaime","family":"Planas","sequence":"additional","affiliation":[{"name":"Department of Materials Science, Technical University of Madrid, ETS de Ingenieros de Caminos  Canales y Puertos Spain"}]},{"given":"Vitor","family":"Cunha","sequence":"additional","affiliation":[{"name":"ISISE, Department of Civil Engineering, School of Engineering, University of Minho  Guimaraes Portugal"}]},{"given":"Gerrit E.","family":"Neu","sequence":"additional","affiliation":[{"name":"Institute for Structural Mechanics, Department of Civil and Environmental Engineering Sciences, Ruhr University  Bochum Germany"}]},{"given":"Antonio","family":"Caggiano","sequence":"additional","affiliation":[{"name":"Department Civil Engineering Universit\u00e0 degli Studi di Genova  Genova Italy"}]},{"given":"Ventura","family":"Gouveia","sequence":"additional","affiliation":[{"name":"ISISE, Department Civil Engineering, Polytechnic Institute of Viseu  Guimaraes Portugal"}]},{"given":"Nil\u00fcfer","family":"Ozyurt","sequence":"additional","affiliation":[{"name":"Department of Civil Engineering, Bogazici University  Istanbul Turkey"}]},{"given":"Elisa","family":"Poveda","sequence":"additional","affiliation":[{"name":"School of Civil Engineering, University of Castilla\u2010La Mancha  Ciudad Real Spain"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-4203-5071","authenticated-orcid":false,"given":"Ab","family":"van den Bos","sequence":"additional","affiliation":[{"name":"NLyse Consultants  Delft Netherlands"}]},{"given":"Jan","family":"\u010cervenka","sequence":"additional","affiliation":[{"name":"\u010cervenka Consulting s.r.o  Prague Czech Republic"}]},{"given":"Erez","family":"Gal","sequence":"additional","affiliation":[{"name":"Department of Civil and Environmental Engineering, Ben\u2010Gurion University of Negev  Be'er Sheva Israel"}]},{"given":"Pierre","family":"Rossi","sequence":"additional","affiliation":[{"name":"University of Eiffel  Champs\u2010sur\u2010Marne France"}]},{"given":"Daniel","family":"Dias\u2010da\u2010Costa","sequence":"additional","affiliation":[{"name":"School of Civil Engineering, Faculty of Engineering The University of Sydney  Sydney Australia"}]},{"given":"Peter K.","family":"Juhasz","sequence":"additional","affiliation":[{"name":"Budapest University of Technology and Economics  Budapest Hungary"}]},{"given":"David","family":"Cend\u00f3n","sequence":"additional","affiliation":[{"name":"Department of Materials Science, Technical University of Madrid, ETS de Ingenieros de Caminos  Canales y Puertos Spain"}]},{"given":"Gonzalo","family":"Ruiz","sequence":"additional","affiliation":[{"name":"School of Civil Engineering, University of Castilla\u2010La Mancha  Ciudad Real Spain"}]}],"member":"311","published-online":{"date-parts":[[2024,7,30]]},"reference":[{"key":"e_1_2_10_2_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2021.112292"},{"key":"e_1_2_10_3_1","unstructured":"Reported by ACI Committee 544 September 2015; 38 p. ACI 544.6R\u201015. Report on Design and Construction of Steel Fiber\u2010Reinforced Concrete Elevated Slabs"},{"key":"e_1_2_10_4_1","volume-title":"FRC 2014 Joint ACI\u2010fib International Workshop Fibre Reinforced Concrete: from Design to Structural Applications, Montreal, Canada","author":"Parmentier B","year":"2014"},{"key":"e_1_2_10_5_1","unstructured":"DestreeX OscarssonH PetterssonM.The Suspended Foundation Slab of the Swedbank Arena in Stockholm (Sweden): 16 000 m3 (21 000 cu yd) of steel fiber reinforced concrete. SP. 280:1\u201312.2011."},{"key":"e_1_2_10_6_1","doi-asserted-by":"publisher","DOI":"10.1002\/suco.201500151"},{"key":"e_1_2_10_7_1","unstructured":"AlexandreE BouhonB.Jointless steel fiber\u2010reinforced concrete slabs\u2010on\u2010grade and on piles. SP. 268:89\u2013102.2010."},{"key":"e_1_2_10_8_1","doi-asserted-by":"publisher","DOI":"10.1201\/9781439828410.ch74"},{"key":"e_1_2_10_9_1","volume-title":"Development of SFRC free suspended elevated flat slabs","author":"Gossla U","year":"2005"},{"issue":"1","key":"e_1_2_10_10_1","first-page":"96","article-title":"Progressive collapse of reinforced concrete structures: a multihazard perspective","volume":"105","author":"Sasani M","year":"2008","journal-title":"Struct J"},{"issue":"11","key":"e_1_2_10_11_1","first-page":"73","article-title":"Preventing progressive collapse in concrete buildings","volume":"25","author":"Baldridge SM","year":"2003","journal-title":"Concr Int"},{"issue":"7","key":"e_1_2_10_12_1","first-page":"775","article-title":"Progressive collapse of flat plate structures","volume":"76","author":"Hawkins NM","year":"1979","journal-title":"J Proc"},{"key":"e_1_2_10_13_1","volume-title":"Flat slabs made of steel fibre\u2010reinforced concrete","author":"Mandl J","year":"2008"},{"key":"e_1_2_10_14_1","volume-title":"Test report n\u00b033396","author":"Espion B","year":"2004"},{"key":"e_1_2_10_15_1","first-page":"77","volume-title":"Twincone SFRC structural concrete. In: Proc., 2nd University\u2010Industry Workshop, Fiber\u2010Reinforced Concrete Modern Developments, N. Banthia and S. Mindess, eds., Univ. of British Columbia, Vancouver, Canada","author":"Destr\u00e9e X","year":"1995"},{"key":"e_1_2_10_16_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.compstruct.2017.03.002"},{"key":"e_1_2_10_17_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.jobe.2022.104205"},{"key":"e_1_2_10_18_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.compositesb.2015.03.050"},{"key":"e_1_2_10_19_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.cemconcomp.2014.09.016"},{"issue":"1","key":"e_1_2_10_20_1","first-page":"101","article-title":"Evaluation of steel fiber reinforcement for punching shear resistance in slab\u2010column connections\u2014part I: monotonically increased load","volume":"107","author":"Cheng M\u2010Y","year":"2010","journal-title":"Struct J"},{"key":"e_1_2_10_21_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.proeng.2011.07.230"},{"key":"e_1_2_10_22_1","doi-asserted-by":"publisher","DOI":"10.1680\/macr.1997.49.180.201"},{"key":"e_1_2_10_23_1","doi-asserted-by":"publisher","DOI":"10.1061\/(ASCE)0899-1561(1994)6:2(240)"},{"key":"e_1_2_10_24_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.jobe.2022.104441"},{"key":"e_1_2_10_25_1","volume-title":"Behaviour of steel fibre reinforced mortar in shear 2: gamma ray imaging (Report No. R\u2010445)","author":"Lee GG","year":"2006"},{"key":"e_1_2_10_26_1","volume-title":"Behaviour of steel fibre reinforced mortar in shear 1: direct shear testing (Report No. R\u2010444)","author":"Lee GG","year":"2006"},{"key":"e_1_2_10_27_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2019.110086"},{"key":"e_1_2_10_28_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.conbuildmat.2013.04.034"},{"key":"e_1_2_10_29_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2012.02.009"},{"key":"e_1_2_10_30_1","doi-asserted-by":"publisher","DOI":"10.4334\/IJCSM.2011.5.1.035"},{"key":"e_1_2_10_31_1","doi-asserted-by":"publisher","DOI":"10.35789\/fib.BULL.0057.Ch03"},{"key":"e_1_2_10_32_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.cemconcomp.2006.12.003"},{"key":"e_1_2_10_33_1","volume-title":"Analysis of resistant mechanisms and similarities of the adition effect of steel fibers on strength and ductility to both punching shear of flat and the shear of concrete beams","author":"Holanda KMA","year":"2002"},{"key":"e_1_2_10_34_1","doi-asserted-by":"publisher","DOI":"10.1016\/0958-9465(94)00031-S"},{"issue":"4","key":"e_1_2_10_35_1","first-page":"406","article-title":"Punching shear strength of steel fiber reinforced concrete flat plates","volume":"91","author":"Shaaban AM","year":"1994","journal-title":"Struct J"},{"key":"e_1_2_10_36_1","doi-asserted-by":"publisher","DOI":"10.1680\/macr.1987.39.138.42"},{"key":"e_1_2_10_37_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.conbuildmat.2014.10.003"},{"key":"e_1_2_10_38_1","doi-asserted-by":"publisher","DOI":"10.1002\/suco.202100785"},{"key":"e_1_2_10_39_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2020.111745"},{"key":"e_1_2_10_40_1","doi-asserted-by":"publisher","DOI":"10.1007\/BF02480574"},{"key":"e_1_2_10_41_1","doi-asserted-by":"publisher","DOI":"10.12989\/cac.2011.8.6.735"},{"key":"e_1_2_10_42_1","first-page":"31","article-title":"Numerical simulation of FRC round panel tests and full\u2010scale elevated slabs","volume":"248","author":"Soranakom C","year":"2007","journal-title":"Symp Paper"},{"key":"e_1_2_10_43_1","volume-title":"fib Model Code for Concrete Structures 2010","year":"2013"},{"key":"e_1_2_10_44_1","doi-asserted-by":"publisher","DOI":"10.1016\/j.engstruct.2017.06.039"},{"key":"e_1_2_10_45_1","volume-title":"Structural behavior of hybrid GFRP and steel reinforced FRC prestressed beams","author":"Mazaheripour H","year":"2016"},{"key":"e_1_2_10_46_1","first-page":"210","volume-title":"Quasi\u2010static cyclic tests on three hybrid fibre concrete structural walls","author":"Buzzini D","year":"2006"},{"key":"e_1_2_10_47_1","doi-asserted-by":"publisher","DOI":"10.1002\/suco.202000345"},{"key":"e_1_2_10_48_1","doi-asserted-by":"publisher","DOI":"10.1002\/suco.202200754"},{"key":"e_1_2_10_49_1","unstructured":"NP EN 206\u20101:2007.Concrete\u2010Part 1: Specification performance production and conformity."},{"key":"e_1_2_10_50_1","unstructured":"NP EN 12390\u20103:2011.Testing hardened concrete\u2010Part 3: Compressive strength of test specimens."},{"key":"e_1_2_10_51_1","unstructured":"NP EN 12390\u201013:2014.Testing hardened concrete\u2010Part 13: Determination of secant modulus of elasticity in compression."},{"key":"e_1_2_10_52_1","volume-title":"Test method for metallic fibered concrete\u2014measuring the flexural tensile strength (limit of proportionality (LOP), residual)","author":"EN 14651:2005"},{"key":"e_1_2_10_53_1","volume-title":"Standard test method for flexural toughness of fiber reinforced concrete (using centrally loaded round panel)","author":"ASTM C1550\u201005","year":"2005"},{"key":"e_1_2_10_54_1","unstructured":"NP EN ISO 6892\u20101:2016.Metallic materials\u2010Tensile testing\u2014part 1: Method of test at room temperature."},{"key":"e_1_2_10_55_1","unstructured":"ASTM 370\u201023.Standard test methods and definitions for mechanical testing of steel products."}],"container-title":["Structural Concrete"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/am-pdf\/10.1002\/suco.202400061","content-type":"application\/pdf","content-version":"am","intended-application":"syndication"},{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/pdf\/10.1002\/suco.202400061","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2025,3,12]],"date-time":"2025-03-12T03:50:42Z","timestamp":1741751442000},"score":1,"resource":{"primary":{"URL":"https:\/\/onlinelibrary.wiley.com\/doi\/10.1002\/suco.202400061"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2024,7,30]]},"references-count":54,"journal-issue":{"issue":"1","published-print":{"date-parts":[[2025,2]]}},"alternative-id":["10.1002\/suco.202400061"],"URL":"https:\/\/doi.org\/10.1002\/suco.202400061","archive":["Portico"],"relation":{},"ISSN":["1464-4177","1751-7648"],"issn-type":[{"value":"1464-4177","type":"print"},{"value":"1751-7648","type":"electronic"}],"subject":[],"published":{"date-parts":[[2024,7,30]]},"assertion":[{"value":"2024-01-11","order":0,"name":"received","label":"Received","group":{"name":"publication_history","label":"Publication History"}},{"value":"2024-07-05","order":2,"name":"accepted","label":"Accepted","group":{"name":"publication_history","label":"Publication History"}},{"value":"2024-07-30","order":3,"name":"published","label":"Published","group":{"name":"publication_history","label":"Publication History"}}]}}