Flexural responses of concrete slab over flexible girders through FEA-based parametric evaluation

บทความในวารสาร

ผู้เขียน/บรรณาธิการ

กลุ่มสาขาการวิจัยเชิงกลยุทธ์

ไม่พบข้อมูลที่เกี่ยวข้อง

รายละเอียดสำหรับงานพิมพ์

รายชื่อผู้แต่ง: Tangwongchai S., Anwar N., Chucheepsakul S.

ผู้เผยแพร่: Springer

ปีที่เผยแพร่ (ค.ศ.): 2011

วารสาร: KSCE Journal of Civil Engineering (1226-7988)

Volume number: 15

Issue number: 6

หน้าแรก: 1057

หน้าสุดท้าย: 1065

จำนวนหน้า: 9

นอก: 1226-7988

eISSN: 1976-3808

URL: https://www.scopus.com/inward/record.uri?eid=2-s2.0-79959785583&doi=10.1007%2fs12205-011-1077-0&partnerID=40&md5=74cd224c0175995d3d83fff7d6754571

ภาษา: English-Great Britain (EN-GB)

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บทคัดย่อ

The determination of flexural responses in a concrete slab over flexible steel girder, forming a composite deck has been a timeconsuming subject for the design engineers. The existing provisions of the design standards such as AASHTO or analytical solutions based on local bending or plate theory usually ignore some significant parameters affecting the deck response, such as girder flexibility, number of loaded traffic lanes and ratio between deck width and girder span. This may lead to unrealistic prediction of bridge flexural responses used in the slab design practice. Although it is well known that finite element analysis is very versatile for structural analysis, very few studies have been reported dealing with explicit determination of deck slab response. The present study investigates the transverse negat nse is carried out through an extensive parametric study focusing on the effect of girder flexibility due to patterns of moving loads. Based on the numerical results, empirical relationships are proposed to determine the maximum slab moments anywhere along the girder span. The application of these relationships is then compared with other references. The suggested relationships seem to give more realistic and economical values of the considered transverse slab bending moment for a wide range of deck proportions. ฉ 2011 Korean Society of Civil Engineers and Springer-Verlag Berlin Heidelberg.

คำสำคัญ

composite deck, girder flexibility, negative slab bending moment, pattern of moving loads, shell-frame model, slab-and-girder deck