Widget #1: widget_pricing_list
Name: Pricing list 2023 - EMEA+APAC
ID: 4b43c62e-e076-422d-b208-049d8adafb29
Show Raw Data
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"value": "IDEA StatiCa économise pour vous. Donnez-nous vos informations pour que le revendeur autorisé le plus proche vous contacte et prépare un devis personnalisé. Remplissez tous les champs ci-dessous pour demander votre devis."
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"value": "<p>What methods are used when assessing the structural fire performance for beams and columns? You can choose among several design procedures according to EN 1992-1-2:</p>\n<ul>\n <li><a data-item-id=\"05e60800-b67b-5e45-9f50-2db3316a5804\" href=\"\">Tabulated data - available in application IDEA StatiCa RCS since version 10.1</a></li>\n <li>Simplified calculation methods - 500°C isotherm method, Zone method</li>\n <li>Advanced calculation methods</li>\n</ul>\n<p>This time we skipped the other simplified methods and we were determined to develop the most advanced calculation method you can use. And that is the <strong>thermal analysis</strong> (TA). Even though you find the most advanced analysis in IDEA StatiCa apps the workflows are kept as easy as possible. So, designing and checking of concrete structures for fire resistance is very easy again.</p>\n<h3>Fire performance of reinforced concrete beams and columns in a few steps</h3>\n<figure data-asset-id=\"b680710e-409a-49dc-b79b-43e59690e0e4\" data-image-id=\"b680710e-409a-49dc-b79b-43e59690e0e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/be334afc-c81f-44d7-895d-4fb2f7367693/Fire%20resistance%20check%20in%20few%20steps.png\" data-asset-id=\"b680710e-409a-49dc-b79b-43e59690e0e4\" data-image-id=\"b680710e-409a-49dc-b79b-43e59690e0e4\" alt=\"\"></figure>\n<h4>Geometry</h4>\n<p>Analyzed member(s) can be beams, columns, or frames of any shape of cross-sections.</p>\n<figure data-asset-id=\"743bd545-a045-4534-9cf0-f77091bbfb4a\" data-image-id=\"743bd545-a045-4534-9cf0-f77091bbfb4a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d1ee5004-a0ac-4133-b08f-3d0e2bdefd5c/any%20shape%20of%20cross-section.gif\" data-asset-id=\"743bd545-a045-4534-9cf0-f77091bbfb4a\" data-image-id=\"743bd545-a045-4534-9cf0-f77091bbfb4a\" alt=\"\"></figure>\n<h4>Fire inputs and loads</h4>\n<p>If you want to run a thermal analysis you need to set the fire exposure data first. Fire resistance class, concrete moisture, member temperature, and what parts, and edges of the analyzed member are exposed to the fire.</p>\n<figure data-asset-id=\"7c126577-327e-4b74-8531-546cfaa62d1a\" data-image-id=\"7c126577-327e-4b74-8531-546cfaa62d1a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5b801e1e-530f-4345-87bf-30a0706db7ce/Fire%20exposure.png\" data-asset-id=\"7c126577-327e-4b74-8531-546cfaa62d1a\" data-image-id=\"7c126577-327e-4b74-8531-546cfaa62d1a\" alt=\"\"></figure>\n<h4>Thermal analysis</h4>\n<p>Thermal analysis is based on performing a non-stationary heat transfer over a cross-section (temperature varies in time). Regarding the material properties of concrete and reinforcement and temperature range, this method is non-linear. The initial condition is the temperature of the environment in time according to Eurocode 1991-1-2. </p>\n<figure data-asset-id=\"20360dee-1b25-4f1f-b9d6-0374d7e40f97\" data-image-id=\"20360dee-1b25-4f1f-b9d6-0374d7e40f97\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/33f95294-09aa-4819-8624-35672e2f730c/settings%20for%20thermal%20analysis.gif\" data-asset-id=\"20360dee-1b25-4f1f-b9d6-0374d7e40f97\" data-image-id=\"20360dee-1b25-4f1f-b9d6-0374d7e40f97\" alt=\"\"></figure>\n<p>Similarly, like <a data-item-id=\"2e85d2d4-cb1a-4495-b21e-5b2da03e8a77\" href=\"\">Geometrically and materially non-linear analysis (GMNA)</a>, implemented in IDEA StatiCa Member, the analyzed member is divided into sections that are meshed to finite elements within the heat transfer is calculated.</p>\n<figure data-asset-id=\"e23b21b9-cfd0-48b9-baba-bfff5bee2675\" data-image-id=\"e23b21b9-cfd0-48b9-baba-bfff5bee2675\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/37245c83-a1ae-4f65-bac8-e6c652b55fa2/heat%20transfer%20over%20the%20cross-section.png\" data-asset-id=\"e23b21b9-cfd0-48b9-baba-bfff5bee2675\" data-image-id=\"e23b21b9-cfd0-48b9-baba-bfff5bee2675\" alt=\"\"></figure>\n<p>The output of the thermal analysis is a temperature field within the cross-section at the time indicated by the fire resistance class (R 60, e.g.). Such a distribution of the temperature within the cross-section is used to determine the material properties of concrete and reinforcement and thermal strain. The material degradation respects tables stated in the Eurocode EN 1992-1-2 or can be defined by the user and saved in the templates.</p>\n<figure data-asset-id=\"c46124ca-ff3d-42af-bcb7-1559fc73b156\" data-image-id=\"c46124ca-ff3d-42af-bcb7-1559fc73b156\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3b123dce-3ada-4b7e-b5a2-5782feafd5e6/material%20degradation.png\" data-asset-id=\"c46124ca-ff3d-42af-bcb7-1559fc73b156\" data-image-id=\"c46124ca-ff3d-42af-bcb7-1559fc73b156\" alt=\"\"></figure>\n<p>You can look at the distribution of the temperature in overall or detailed views. </p>\n<figure data-asset-id=\"cff04748-1d72-4f02-a530-8024ae848936\" data-image-id=\"cff04748-1d72-4f02-a530-8024ae848936\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f3cc50b5-8295-4a19-8263-b948205bca10/Outputs%20of%20thermal%20analysis.png\" data-asset-id=\"cff04748-1d72-4f02-a530-8024ae848936\" data-image-id=\"cff04748-1d72-4f02-a530-8024ae848936\" alt=\"\"></figure>\n<figure data-asset-id=\"5c09b050-bfcb-453d-81d1-8ac17d226516\" data-image-id=\"5c09b050-bfcb-453d-81d1-8ac17d226516\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/08605eff-9885-4e28-8b6d-01e33e4595ea/heat%20transfer%20in%20the%20cross-section.png\" data-asset-id=\"5c09b050-bfcb-453d-81d1-8ac17d226516\" data-image-id=\"5c09b050-bfcb-453d-81d1-8ac17d226516\" alt=\"\"></figure>\n<h4>Geometrically and materially non-linear analysis</h4>\n<p>After performing the thermal analysis (TA), geometrically and materially non-linear analysis (GMNA) is automatically started using the outputs of thermal analysis as the initial state of the analyzed member. The results of the GMNA are stresses and strains which are compared to the limit (degraded) values. </p>\n<p>Stress values in concrete in compression (concrete in tension is excluded).</p>\n<figure data-asset-id=\"e94ac3f1-41c8-4581-bae0-548d716d7fd9\" data-image-id=\"e94ac3f1-41c8-4581-bae0-548d716d7fd9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0300642-c7e3-4708-b211-a5f7f605f61e/stress-concrete-%20TA%2BGMNIA.png\" data-asset-id=\"e94ac3f1-41c8-4581-bae0-548d716d7fd9\" data-image-id=\"e94ac3f1-41c8-4581-bae0-548d716d7fd9\" alt=\"\"></figure>\n<p>Stress values in reinforcement</p>\n<figure data-asset-id=\"72de62b1-ed20-4c31-a9c0-6f086201a2bd\" data-image-id=\"72de62b1-ed20-4c31-a9c0-6f086201a2bd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3fecde23-45eb-4336-8609-73fdce6df1f9/stress%20-%20reinforcement%20-%20TA%2BGMNIA.png\" data-asset-id=\"72de62b1-ed20-4c31-a9c0-6f086201a2bd\" data-image-id=\"72de62b1-ed20-4c31-a9c0-6f086201a2bd\" alt=\"\"></figure>\n<p>Available in both <strong>Expert</strong> and <strong>Enhanced</strong> editions of <a data-item-id=\"b4790cf9-a605-45b3-b41b-e36909ad4291\" href=\"\">IDEA StatiCa Concrete and Prestressing</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b4af3822_d8c2_01ca_0fcd_713a4d9f871e\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ddb35ace_31ea_01ce_f255_3e2fe341c64a\"></object>"
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"value": "<p>The design and assessment of concrete elements are normally performed at the sectional (1D-element) or point (2D-element) level. This procedure is described in all standards for structural design, e.g., in (EN 1992-1-1), and it is used in everyday structural engineering practice. However, it is not always known or respected that the procedure is only acceptable in areas where Bernoulli-Navier hypothesis of plane strain distribution applies (referred to as B-regions). The places where this hypothesis does not apply are called discontinuity or disturbed regions (D-Regions). Examples of B and D regions of 1D-elements are given in (Fig. 1). These are, e.g., bearing areas, parts where concentrated loads are applied, locations where an abrupt change in the cross-section occurs, openings, etc. When designing concrete structures, we meet a lot of other D-Regions such as walls, bridge diaphragms, corbels, etc. </p>\n<figure data-asset-id=\"874c8092-fb41-44c6-804d-52727044d470\" data-image-id=\"874c8092-fb41-44c6-804d-52727044d470\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dc96c2fd-25aa-43fd-b6d5-556b5242b9cf/Discontinuity%20regions.png\" data-asset-id=\"874c8092-fb41-44c6-804d-52727044d470\" data-image-id=\"874c8092-fb41-44c6-804d-52727044d470\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 1\\qquad Discontinuity regions (Navrátil et al. 2017)}}}\\]</em></p>\n<p>In the past, semi-empirical design rules were used for dimensioning discontinuity regions. Fortunately, these rules have been largely superseded over the past decades by strut-and-tie models (Schlaich et al., 1987) and stress fields (Marti 1985), which are featured in current design codes and frequently used by designers today. These models are mechanically consistent and powerful tools. Note that stress fields can generally be continuous or discontinuous and that strut-and-tie models are a special case of discontinuous stress fields.</p>\n<p>Despite the evolution of computational tools over the past decades, Strut-and-Tie models are essentially still used as hand calculations. Their application for real-world structures is tedious and time-consuming since iterations are required, and several load cases need to be considered. Furthermore, this method is not suitable for verifying serviceability criteria (deformations, crack widths, etc.).</p>\n<p>The interest of structural engineers in a reliable and fast tool to design D-regions led to the decision to develop the new Compatible Stress Field Method, a method for computer-aided stress field design that allows the automatic design and assessment of structural concrete members subjected to in-plane loading.</p>\n<p>The Compatible Stress Field Method is a continuous FE-based stress field analysis method in which classic stress field solutions are complemented with kinematic considerations, i.e., the state of strain is evaluated throughout the structure. Hence, the effective compressive strength of concrete can be automatically computed based on the state of transverse strain in a similar manner as in compression field analyses that account for compression softening (Vecchio and Collins 1986; Kaufmann and Marti 1998) and the EPSF method (Fernández Ruiz and Muttoni 2007). Moreover, the CSFM considers tension stiffening, providing realistic stiffnesses to the elements, and covers all design code prescriptions (including serviceability and deformation capacity aspects) not consistently addressed by previous approaches. The CSFM uses common uniaxial constitutive laws provided by design standards for concrete and reinforcement. These are known at the design stage, which allows the partial safety factor method to be used. Hence, designers do not have to provide additional, often arbitrary material properties as are typically required for non-linear FE-analyses, making the method perfectly suitable for engineering practice.</p>\n<p>To foster the use of computer-aided stress fields by structural engineers, these methods should be implemented in user-friendly software environments. To this end, the CSFM has been implemented in <em>IDEA StatiCa Detail</em>; a new user-friendly commercial software developed jointly by ETH Zurich and the software company IDEA StatiCa in the framework of the DR-Design Eurostars-10571 project.</p>"
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}Options flexibles d'achat
Vous ne voulez pas attendre pour un devis ?
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Quelles applications sont comprises dans les produits individuels ?
Veuillez noter que la seule application du module Concrete qui autorise ACI est Detail.
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"value": "<p>Non, toutes les licences d'IDEA StatiCa sont flottantes. Vous pouvez changer d'appareil, retourner la licence au pool, partager-la avec vos collègues et travailler en route ou de chez soi.</p>"
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"value": "<p>Pour des utilisateurs comme vous, éliminer les risques et éviter de rogner sur la qualité sont des parties essentielles du succès de votre projet. C'est pourquoi nous vous offrons maintenance pour protéger votre temps, argent et réputation en s'assurant que vous avec accès au soutien expert quand vous en avez besoin et aux fonctions avant-gardes les plus récentes.</p>\n<p>Les deux avantages principaux de maintenance actualisée sont :</p>\n<ul>\n <li>Vos problèmes techniques sont résolus par nos spécialistes internes</li>\n <li>Accès à la version actuelle de IDEA StatiCa (il y a deux versions majeures et plusieurs actualisations mineures par an qui fournissent des fonctions et avantages supplémentaires)</li>\n</ul>\n<p>Veuillez noter que la maintenance est automatiquement comprise dans toutes les licences de souscription mais doit être achetée séparément en cas de licences perpétuelles. De plus, si un client n'a pas de maintenance pour une licence plus ancienne, il doit acheter une actualisation à la version actuelle avant d'acheter la maintenance pour la période suivante.</p>\n<p>Pour savoir plus de la maintenance, lisez notre <a href=\"https://www.ideastatica.com/support-center/how-maintenance-works\">article de la base de connaissances</a>. </p>"
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"value": "<p>Oui, la licence originale d'IDEA StatiCa est valide au pays spécifié lors de l'achat (d'habitude par votre adresse de facturation). Une utilisation multinationale doit être définie par la licence Entreprise.</p>"
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"value": "<p>Produits IDEA StatiCa ont deux éditions. L'édition complète s'appelle Enhanced, l'édition limitée s'appelle Expert. Les prix ci-dessus sont affichés pour l'édition Expert, un siège, licence flottante. Demandez un devis pour recevoir une solution détaillée pour votre organisation.</p>"
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