Einfluss geringer Querkraftbewehrung auf die Querkrafttragf?higkeit von Stahlbetonbalken unterschiedlicher M/V‐Kombinationen

Tue Nguyen Viet; Ehmann Rainer; Betschoga Christoph; Tung Nguyen Duc

摘要

Abstract xml:lang="de"> Es wurden Schubversuche mit Querkraftbewehrungsgraden zwischen dem 0,6‐ und 1,6‐Fachen der Mindestquerkraftbewehrung ρ <sub>w,min</sub> nach EC2 durchgeführt. Insgesamt wurden vier Einfeldbalken unter Einzellast und drei Einfeldtr?ger sowie vier Kragarme unter Gleichstreckenlast getestet. Die Versuchsergebnisse zeigen einen erheblichen Einfluss des statischen Systems und der Belastungsart auf die Traglast und das Rissbild der untersuchten Balken. W?hrend ein Bewehrungsgrad unterhalb der Mindestquerkraftbewehrung kaum Einfluss auf die Querkrafttragf?higkeit von Stahlbetonbalken unter Einzellast hat, führt bereits eine sehr geringe Querkraftbewehrung (≈ 0,6 ρ <sub>w,min</sub> ) zu einer erheblichen Steigerung der Querkrafttragf?higkeit bei Balken unter Gleichstreckenlast. Neuartige Messmethoden wie z. B. photogrammetrische Verformungsmessung erweisen sich als geeignetes Werkzeug zur Ermittlung der ?nderung des Kraftflusses im Bauteil in Abh?ngigkeit vom Belastungslevel. </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 type =“main”xml：lang =“de”> <标题类型=“main”>抽象</ title> xml：long =“de”> 在最小Querium加固ρ的0.6和1.6倍之间有横向力拉米的剪切试验。 <sub> w，min </ sub> 根据EC2。总共在单载和三个单箱和四个单箱和四个kragarme下测试了四个单箱梁梁。测试结果表明静态系统和负载类型对负载负荷的显着影响以及检查的条形的裂缝图像。如果低于最小横向力增强件的加强程度对单载荷的钢筋混凝土梁的横向力组成几乎没有影响，已经是一个非常低的横向力加固（≈0.6ρ <sub> w，min </ sub> ）在等负载负载下横向力补偿的横向力补偿的相当大增加。新型测量方法。 B.摄影测量变形测量被证明是根据负载水平确定部件中力流的变化的合适工具。 </ p> </摘要> </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>2019年第4期</span><b style="margin: 0 2px;">|</b><span>共14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=Tue Nguyen Viet&option=202" target="_blank" rel="nofollow">Tue Nguyen Viet;</a> <a href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Ehmann Rainer&option=202" target="_blank" rel="nofollow">Ehmann Rainer;</a> <a href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Betschoga Christoph&option=202" target="_blank" rel="nofollow">Betschoga Christoph;</a> <a href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Tung Nguyen Duc&option=202" target="_blank" rel="nofollow">Tung Nguyen Duc;</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 BetonbauTechnische Universit?t GrazLessingstra?e 25 8010 Graz;</p> <p>Referat B1 MassivbauBundesanstalt für WasserbauKu?maulstra?e 17 76187 Karlsruhe;</p> <p>Institut für BetonbauTechnische Universit?t GrazLessingstra?e 25 8010 Graz;</p> <p>Institut für BetonbauTechnische Universit?t GrazLessingstra?e 25 8010 Graz;</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=Querkraftbewehrung&option=203" rel="nofollow">Querkraftbewehrung;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Schubversuche&option=203" rel="nofollow">Schubversuche;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Mindestquerkraftbewehrung&option=203" rel="nofollow">Mindestquerkraftbewehrung;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Mindestbewehrung&option=203" rel="nofollow">Mindestbewehrung;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Statisches System&option=203" rel="nofollow">Statisches System;</a> <a style="color: #3E7FEB;" href="/search.html?doctypes=4_5_6_1-0_4-0_1_2_3_7_9&sertext=Belastung&option=203" rel="nofollow">Belastung;</a> </p> <div class="translation"> 机译：投降强化;灌木试验;最小Querium电力强化;最小钢筋;静态系统;压力; </div> </li> </ul> </div> </div> <div class="literature cardcommon" id="literaturereference" style="display:none"> <div class="similarity "> <h3 class="all_title" id="enpatent111">引文网络</h3> <div class="referencetab clearfix"> <ul id="referencedaohang"> <li dataid="referenceul">参考文献</li> <li dataid="citationul">引证文献</li> <li dataid="commonreferenceul">共引文献</li> <li dataid="commoncitationul">同被引文献</li> <li dataid="tworeferenceul">二级参考文献</li> <li dataid="twocitationul">二级引证文献</li> </ul> </div> <div class="reference_details" id="referenceList"> <ul id="referenceul"></ul> <ul id="citationul"></ul> <ul id="commonreferenceul"></ul> <ul id="commoncitationul"></ul> <ul id="tworeferenceul"></ul> <ul id="twocitationul"></ul> </div> </div> </div> <div class="literature cardcommon"> <div class="similarity "> <h3 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