Fast Falling Weight Deflectometer Method for Condition Assessment of RC Bridges

نویسندگان

چکیده

In this paper, the use of Fast Falling Weight Deflectometer (Fast-FWD) is analyzed as a non-destructive and quick test procedure to evaluate efficiency short-span bridges. The Fast-FWD an instrument that can produce broadband dynamic force up impact value 120 KN: constant replicable, providing accurate action measures bridge stiffness in truly short period (30 ms). single-span reinforced concrete investigated, using Fast-FWD. considered bridge, approximately 12.0 m long 15.5 wide, was critical condition. suburban principal road near City Cagliari Sardinia (Italy), with Annual Average Daily Traffic 13,500 vehicles/day, suddenly closed, creating serious problems for urban mobility. these conditions, investigation through other standard techniques time-consuming labor intensive. For reason, it important introduce methods be rapid, cost-efficient. values obtained during situ experimental campaign were compared finite element models values. has potential provide engineering information help us better understand condition, rapid cost-effective procedure.

برای دانلود رایگان متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Evaluation of the Pavement Structural Condition at Network Level Using Falling Weight Deflectometer (fwd) Data

Large amounts of seal coats and thin overlays are applied every year by state highway agencies to improve the surface condition of pavements, but these measures have not successfully prevented the problem from reoccurring. As a result, the overall pavement condition keeps deteriorating because of the structural deformation of pavement layers and the subgrade. To make effective decisions about t...

متن کامل

Possible Method of Determining Structural Number for Flexible Pavements with the Falling Weight Deflectometer

s of the 31st Southern African Transport Conference (SATC 2012) 9-12 July 2012 Proceedings ISBN Number: 978-1-920017-53-8 Pretoria, South Africa Produced by: Document Transformation Technologies cc Conference organised by: Conference Planners POSSIBLE METHOD OF DETERMINING STRUCTURAL NUMBER FOR FLEXIBLE PAVEMENTS WITH THE FALLING WEIGHT DEFLECTOMETER H Schnoor *and E Horak* *Ndodana Consulting ...

متن کامل

assessment of the park- ang damage index for performance levels of rc moment resisting frames

چکیده هدف اصلی از طراحی لرزه ای تامین ایمنی جانی در هنگام وقوع زلزله و تعمیر پذیر بودن سازه خسارت دیده، پس از وقوع زلزله است. تجربه زلزله های اخیر نشان داده است که ساختمان های طراحی شده با آیین نامه های مبتنی بر نیرو از نظر محدود نمودن خسارت وارده بر سازه دقت لازم را ندارند. این امر سبب پیدایش نسل جدید آیین نامه های مبتنی بر عملکرد شده است. در این آیین نامه ها بر اساس تغییرشکل های غیرارتجاعی ...

15 صفحه اول

Simplified, Rational Approach to Falling Weight Deflectometer Data Interpretation

The authors present a simple elastostatic approach to estimate a suitable subgrade modulus from falling weight deflectometer (FWD) data. An effective surface modulus is defined on the basis of Boussinesq-Newmark equations. Deviations between the model assumptions and actual in situ conditions are reflected in the effective surface modulus variation with radius. The variation indicates which sen...

متن کامل

Development of Asphalt Dynamic Modulus Master Curve Using Falling Weight Deflectometer Measurements, TR-659

The asphalt concrete (AC) dynamic modulus (|E*|) is a key design parameter in mechanistic-based pavement design methodologies such as the American Association of State Highway and Transportation Officials (AASHTO) MEPDG/Pavement-ME Design. The objective of this feasibility study was to develop frameworks for predicting the AC |E*| master curve from falling weight deflectometer (FWD) deflection-...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

ژورنال

عنوان ژورنال: Applied sciences

سال: 2021

ISSN: ['2076-3417']

DOI: https://doi.org/10.3390/app11041743