Zum Torsionstragverhalten extern vorgespannter Kreissegmente mit trockenen Fugen

Hartwig Steffen; Marx Steffen

摘要

Abstract xml:lang="de"> Im Turmbau von Windenergieanlagen haben sich insbesondere bei gro?en Turmh?hen Beton‐ oder Hybridtürme etabliert, welche durch ihre bessere Transportf?higkeit die traditionellen Stahltürme abgel?st haben. Speziell die Fertigteilbauweise bringt jedoch aufgrund der erforderlichen Fugen Fragestellungen mit sich, welche durch die derzeitigen Modelle und Berechnungsans?tze nicht zufriedenstellend gel?st werden. Bei der Ausbildung sogenannter Trockenfugen (Horizontalfugen) zwischen den Segmenten erfolgt die Kraftübertragung der Querkr?fte und Torsionsmomente ausschlie?lich über die Reibung in der Fuge, wobei der Reibwiderstand durch die externe Vorspannung und den Reibbeiwert erzeugt wird. Die Querkrafttragf?higkeit in der Fuge ermittelt sich über einen linearen Ansatz, wonach die zul?ssige Querkraft der Vorspannkraft, multipliziert mit dem Reibbeiwert, entspricht. Für die übertragung der Torsionsmomente erfolgt die Berechnung nach den bekannten Torsionstheorien nach <sc>Bredt</sc> und <sc>Saint‐Venant</sc> , wonach die Fuge, solange diese überdrückt ist, ein sehr gro?es Torsionsmoment übertragen kann. Kommt es jedoch im Grenzzustand der Tragf?higkeit zum Aufklaffen der Fuge, f?llt das zul?ssige Moment um ein Vielfaches ab und wird somit zu einem Grenzkriterium in der Bemessung des Turms. Nach aktuellen Untersuchungen beschreiben diese Ans?tze das Trag‐ und Verformungsverhalten einer solchen Fuge unzutreffend, woraus sich in der Bemessung sowohl ein Unsicherheitsbereich, aber auch ein sehr gro?es ungenutztes Potenzial ergibt. </abstract> </span> <span class="z_kbtn z_kbtnclass hoverxs" style="display: none;">展开▼</span> </div> <div class="translation abstracttxt"> <span class="zhankaihshouqi fivelineshidden" id="abstract"> <span>机译：</span><Abstract XMLNS =“http://www.wileey.com/namespaces/wiley”type =“main”xml：lang =“de”> <title type =“main”>抽象</ title> xml：lang在风力涡轮机塔中=“de”>已经建立了混凝土或混合塔，特别是在大型涡轮机混凝土或混合塔中，通过它们更好地运输传统的钢塔来实现。然而，特别是预制农业引起的问题由于所需的关节，由于目前的模型和计算方法，这是不令人满意的凝胶。在段之间的所谓的干接头（水平接头）的形成中，横向和扭转扭矩的动力传递仅通过接头中的摩擦力，其中通过外部偏压和摩擦产生摩擦阻力系数。关节中的横向力组成通过线性方法确定，之后偏置力的允许横向力乘以摩擦系数对应。为了转移扭转扭矩，计算在<sc>繁殖</ sc>和<sc>圣维other </ sc>之后，根据已知的扭转理论进行，之后浮雕，只要它被抑制，可以传递非常大的扭矩扭矩。然而，在承载能力的限制状态下，允许的力矩失效多倍，因此成为塔设计中的边界标准。根据目前的调查，这些方式不正确地描述了这种关节的携带和变形行为，导致了不确定行业的设计，也是非常大量的未使用潜力。 </ p> </ abstract> </span> <span class="z_kbtn z_kbtnclass hoverxs" style="display: none;">展开▼</span> </div> </div> <div class="record"> <h2 class="all_title" id="enpatent33" > 著录项</h2> <ul> <li> <span class="lefttit">来源</span> <div style="width: 86%;vertical-align: text-top;display: inline-block;"> <a href='/journal-foreign-14835/'>《Beton- und Stahlbetonbau 》</a> <b style="margin: 0 2px;">|</b><span>2017年第11期</span><b style="margin: 0 2px;">|</b> <span>共7页</span> </div> </li> <li> <div class="author"> <span class="lefttit">作者</span> <p id="fAuthorthree" class="threelineshidden zhankaihshouqi"> <a href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Hartwig Steffen&option=202" target="_blank" rel="nofollow">Hartwig Steffen;</a> <a href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Marx Steffen&option=202" target="_blank" rel="nofollow">Marx Steffen;</a> </p> <span class="z_kbtnclass z_kbtnclassall hoverxs" id="zkzz" style="display: none;">展开▼</span> </div> </li> <li> <div style="display: flex;"> <span class="lefttit">作者单位</span> <div style="position: relative;margin-left: 3px;max-width: 639px;"> <div class="threelineshidden zhankaihshouqi" id="fOrgthree"> <p>Institut für MassivbauLeibniz Universit?t HannoverAppelstra?e 9a 30167 Hannover;</p> <p>Institut für MassivbauLeibniz Universit?t HannoverAppelstra?e 9a 30167 Hannover;</p> </div> <span class="z_kbtnclass z_kbtnclassall hoverxs" id="zhdw" style="display: none;">展开▼</span> </div> </div> </li> <li> <span class="lefttit">收录信息</span> <span style="width: 86%;vertical-align: text-top;display: inline-block;"></span> </li> <li> <span class="lefttit">原文格式</span> <span>PDF</span> </li> <li> <span class="lefttit">正文语种</span> <span>ger</span> </li> <li> <span class="lefttit">中图分类</span> <span> <a href="https://www.zhangqiaokeyan.com/clc/240.html" title="建筑科学">建筑科学 ;</a></span> </li> <li class="antistop"> <span class="lefttit">关键词</span> <p style="width: 86%;vertical-align: text-top;"> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Torsion&option=203" rel="nofollow">Torsion;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Trockenfuge&option=203" rel="nofollow">Trockenfuge;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Segmentbauweise&option=203" rel="nofollow">Segmentbauweise;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Fertigteilbauweise&option=203" rel="nofollow">Fertigteilbauweise;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Windenergie&option=203" rel="nofollow">Windenergie;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=klaffende Fuge&option=203" rel="nofollow">klaffende Fuge;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Kreisring&option=203" rel="nofollow">Kreisring;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=WEA&option=203" rel="nofollow">WEA;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Turm&option=203" rel="nofollow">Turm;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Türme&option=203" rel="nofollow">Türme;</a> </p> <div class="translation"> 机译：扭转;烘干机接头;段结构;预制织物;风能;张开的关节;圆环;wea;塔;塔; 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