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Evaluation of damage in reinforced concrete bridge beams using acoustic emission technique

机译:声发射技术评估钢筋混凝土桥梁的损伤

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Acoustic emission (AE) testing is a well-known method for damage identification of various concrete structures including bridges. This article presents a method to assess damage in reinforced concrete (RC) bridge beams subjected to incremental cyclic loading. The specifications in the standard NDIS-2421 were used to classify the damage in RC bridge beams. Earlier researchers classified the damage occurring in bridge beams by using crack mouth opening displacement (CMOD) and AE released and proposed a standard (NDIS-2421: the Japanese Society for NonDestructive Inspection). In general, multiple cracks take place in RC beams under bending; therefore, utilisation of CMOD for crack detection may not be appropriate. In the present study, the damage in RC beams is classified by using the AE released, deflection, strains in steel and concrete, because the measurement of the strains in steel and concrete is easy and the codes of practice are specified for different limit states (IS-456:2000). The observations made in the present experimental study have some important practical applications in assessing the state of damage of concrete structural members.View full textDownload full textKeywordsconcrete beam damage, fracture mechanics, acoustic emission testing, NDT method, damage assessment, structural health monitoringRelated var addthis_config = { ui_cobrand: "Taylor & Francis Online", services_compact: "citeulike,netvibes,twitter,technorati,delicious,linkedin,facebook,stumbleupon,digg,google,more", pubid: "ra-4dff56cd6bb1830b" }; Add to shortlist Link Permalink http://dx.doi.org/10.1080/10589759.2011.610452
机译:声发射(AE)测试是用于识别各种混凝土结构(包括桥梁)的损伤的众所周知的方法。本文提出了一种方法来评估钢筋混凝土(RC)桥梁梁在循环荷载作用下的损伤。使用标准NDIS-2421中的规范对RC桥梁中的损伤进行分类。早期的研究人员通过使用裂口张开位移(CMOD)和AE释放对桥梁梁中发生的损坏进行了分类,并提出了一种标准(NDIS-2421:日本无损检测协会)。通常,钢筋混凝土梁在弯曲下会发生多个裂纹。因此,利用CMOD进行裂纹检测可能不合适。在本研究中,RC梁的损伤通过使用AE释放,偏转,钢和混凝土中的应变进行分类,因为测量钢和混凝土中的应变很容易,并且针对不同的极限状态指定了操作规范( IS-456:2000)。本实验研究中的观察结果在评估混凝土结构构件的损坏状态方面具有重要的实际应用。 = {ui_cobrand:“ Taylor&Francis Online”,servicescompact:“ citeulike,netvibes,twitter,technorati,delicious,linkedin,facebook,stumbleupon,digg,google,更多”,发布:“ ra-4dff56cd6bb1830b”};添加到候选列表链接永久链接http://dx.doi.org/10.1080/10589759.2011.610452

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