In today’s market, it is imperative to be knowledgeable and have an edge over the competition. ACI members have it…they are engaged, informed, and stay up to date by taking advantage of benefits that ACI membership provides them.
Read more about membership
Become an ACI Member
Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
ACI World Headquarters
38800 Country Club Dr.
Farmington Hills, MI
ACI Middle East Regional Office
Second Floor, Office # 02.01/07
The Offices 02 Building, One Central
Dubai World Trade Center Complex
Phone: +971.4.516.3208 & 3209
Feedback via Email
Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Title: Short Time Field Measurements on Bearings of a Steel Bridge
Author(s): J. F. W. Muller-Rochholz, M. Fiebrich, and M. and M. Breitbach
Publication: Special Publication
Appears on pages(s): 453-464
Keywords: bridge bearings; deformation; loads (forces); measurement; measuring instruments; moving loads; pressure gages; Structural Research
Abstract:A research program was proposed and granted by the ministry of transport of the Federal Republic of Germany to obtain reliable information concerning the pressures, displacements, and sliding velocities that cause wear on the PTFE slide surfaces of pot bearings. The vertical loading and longitudinal movement due to traffic loading and daily temperature variation were measured on a steel bridge of the German highway system. The objectives of this investigation were: to measure the individual movements as a function of time due to service load to compute sliding velocity of the bridge on the bearing; to characterize the movements of the bearing with the classified slide-friction velocity; and to measure the loads on bearings. The instrumentation (including a special device for monitoring the loads on bearings) and the method of evaluation are described in the paper. Results are given in the form of single occurrence records, accumulated displacement bar graphs, and a matrix of pressure versus sliding velocity.
Click here to become an online Journal subscriber