Investigation of Eccentrically-Supported Simple Beam under Point Load
نویسندگان
چکیده
Klasik kiriş teorilerinde kirişler bir boyutlu kabul edilir. Bu teoriye göre mesnetler tarafsız eksendedir. Ancak pratik uygulamalarda eksenlerinden farklı noktalardan mesnetlenmektedir. Literatürde üniform yük etkisinde eksantrik mesnetlenme durumuna sahip için düzenlenmiş teorisi geliştirilmiştir. çalışmada tekil altındaki mesnetli MacLaurin serileri kullanılarak analitik olarak çözülmüştür. Eksantrik mesnetlerin kirişin eğilme rijitliği üzerindeki etkileri araştırılmıştır. Elde edilen denklemler, derinliğinde konumlarında (eksantrisite) kirişlerin analizi etkisini araştırmak kullanılmıştır. Bulgular, rijitliğinin mesnet durumundan önemli ölçüde etkilendiğini göstermektedir. sonuçlar Sonlu Eleman çözümleri ile karşılaştırılmıştır.
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ژورنال
عنوان ژورنال: Uluda? University Journal of The Faculty of Engineering
سال: 2022
ISSN: ['2148-4155']
DOI: https://doi.org/10.17482/uumfd.1085826