Text

Investigation of the Effects of Transverse Bending in a Composite Inverted T-Slab Bridge System

---

Abstract: The composite inverted T-slab bridge system provides an accelerated bridge construction alternative for short- to medium-span
bridges with spans ranging from 6.1 to 20 m. The system consists of adjacent precast inverted T-slabs with a cast-in-place (CIP) concrete topping.
Such a composite bridge system offers a shallow superstructure depth ideal for sites with stringent vertical clearance requirements.
When concentrated loads are applied to a bridge of this type, the bridge deforms as a two-way flat plate. This paper presents an analytical and
experimental investigation to study the relationship between transverse bending and reflective cracking. Transverse bending moment demands
were quantified using a finite-element model and compared with tested transverse bending moment capacities provided by several subassemblage
specimens, which feature two precast cross-sectional shapes and three transverse connections. It was concluded that all tested specimens
performed well at service load levels. The detail that features a precast inverted T-slab with tapered webs and no mechanical connection
between the adjacent inverted T-slabs and CIP topping is the simplest and most economical

---

Ketersediaan

Tidak ada salinan data

Informasi Detail

Judul Seri

-

No. Panggil

-

Penerbit

America : ASCE., 2017

Deskripsi Fisik

Journal of Bridge Engineering, Vol. 22, Issue 1, 2

Bahasa

Indonesia

ISBN/ISSN

1943-5592

Klasifikasi

NONE

Tipe Isi

-

Tipe Media

-

Tipe Pembawa

-

Edisi

Vol. 22, Issue 1, 2017

Subjek

Bridge Engingeering

Info Detail Spesifik

File PDF

Pernyataan Tanggungjawab

-

Versi lain/terkait

Lampiran Berkas

Komentar

---

Anda harus masuk sebelum memberikan komentar