Campbell-scientific ST350 Strain Transducer for Structural Testing Manuel d'utilisateur Page 1

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Page 1 - ST350 Strain Transducer

ST350 Strain Transducer2/08 Copyright © 2008Campbell Scientific, Inc.

Page 2 - Warranty and Assistance

Section 3. Sensor Alignment and Installation 3” SURFACE PREP. LOCATIONS FIGURE 3-2. Surface Preparation - Location 3.2 Installation Once surface

Page 3 - ST350 Table of Contents

Section 3. Sensor Alignment and Installation 3.3 Adjusting Excessive Transducer Offset If it is determined that zeroing cannot be accomplished with

Page 4 - Figures

Section 3. Sensor Alignment and Installation 3-4

Page 5 - Section 1. Introduction

Section 4. Wiring 4.1 Initial Check-Out Upon receiving new transducers, it is important to check that they are in proper working order. Using an o

Page 6

Section 4. Wiring 4-2 tension provides a positive output signal and compression a negative signal. If a tension force provides a negative signal (an

Page 7 - Section 2. Specifications

Section 5. Mounting of Sensor to Various Surfaces 5.1 General In most situations, other than reinforced concrete, the most efficient method of moun

Page 8

Section 5. Mounting of Sensor to Various Surfaces For closest Loctite Distributor call: 1 (800) 243-4874. NOTE Once testing is complete, carefully lo

Page 9 - Installation

Section 5. Mounting of Sensor to Various Surfaces 5.2.2 Reinforced Concrete See “Instructions for Using ST350 Strain Transducer Extensions on Rein

Page 10 - 3.2 Installation

Section 5. Mounting of Sensor to Various Surfaces - Tighten the washers against the concrete by twisting the nut with an open-end wrench. It is imp

Page 11

Section 5. Mounting of Sensor to Various Surfaces - Slide the drilling jig over the stud and align it with the second hole location. - Drill the s

Page 12

Warranty and Assistance The ST350 STRAIN TRANSDUCER is warranted by CAMPBELL SCIENTIFIC, INC. to be free from defects in materials and workmanship und

Page 13 - Section 4. Wiring

Section 5. Mounting of Sensor to Various Surfaces - When a transducer is attached to an extension it is significantly more vulnerable to damage. A

Page 14

Section 5. Mounting of Sensor to Various Surfaces - If the Tab/Glue method is being used ensure that the area is clean of dust before installing the

Page 15 - Various Surfaces

Section 5. Mounting of Sensor to Various Surfaces 5-8

Page 16 - Surfaces

Section 6. Calibration and Validation Calibration is performed on each sensor prior to shipping from the Manufacturer and a Calibration Certificate

Page 17 - 5.2.2 Reinforced Concrete

Section 6. Calibration and Validation 6-2

Page 18

Section 7. Maintenance, Replacement Parts, and Repairs 7.1 Maintenance The ST350 Strain Transducer has been designed to minimize the amount of main

Page 19

Section 7. Maintenance, Replacement Parts, and Repairs FIGURE 7-2. Proper Connection to Data Acquisition System for Tension and Compression Debris

Page 20 - 5.2.3 Pre-stressed Concrete

Section 7. Maintenance, Replacement Parts, and Repairs transducer must have at least a one foot cable exiting the transducer body. This cable can be

Page 21 - 5.2.4 Timber

Section 7. Maintenance, Replacement Parts, and Repairs 7-4

Page 22

Section 8. Datalogger Programming This section is for users who write their own datalogger programs. A datalogger program to measure this sensor ca

Page 23

ST350 Table of Contents PDF viewers note: These page numbers refer to the printed version of this document. Use the Adobe Acrobat® bookmarks tab fo

Page 24

Section 8. Datalogger Programming CallTable (MFGTRUSS) NextScan EndProg '***** Program End ***** 8.2 CR5000 Example 'CR5000 Example usi

Page 25 - Parts, and Repairs

Section 8. Datalogger Programming '\\\\\\\\\\\\\\\\\\\\\\\\\\\\ Bridge Blocks ////////////////////////////// 'BrFull(Dest,Reps,Range,DiffCh

Page 26 - 7.2 Replacement Parts

Section 8. Datalogger Programming 8-4

Page 27

Appendix A. Special Instructions for using ST350 A.1 Instructions for Using ST350 Strain Transducer Extensions on Reinforced Concrete Structures Sp

Page 28

Appendix A. Special Instructions for using ST350 very heavy, we recommend that the gain level for the STS be set to 500. It should be noted that in m

Page 29 - 8.1 CR1000 Example

Appendix A. Special Instructions for using ST350 4. Using an extension jig as seen in FIGURE A-1, insert a tab into slot. Set the transducer over t

Page 30 - 8.2 CR5000 Example

Appendix A. Special Instructions for using ST350 from gage is used, the measurement from the hole closest to the cable exit to this hole is 24 inches

Page 31

Appendix A. Special Instructions for using ST350 IMPORTANT: Once the extensions have been installed, the transducers are much more susceptible to dam

Page 32

Appendix A. Special Instructions for using ST350 A-6 1965 57th Court North, Suite 106, Boulder, CO 80301-2826 Ph: 303.494.3230 Fax: 303-494-5027

Page 33 - Concrete Structures

Appendix B. ST350 Accuracy Verification B.1 Verifying the Accuracy of ST350 Strain Transducers B.1.1 Introduction Often, our customers like to ver

Page 34 - Transducer

ST350 Table of Contents ii B. ST350 Accuracy Verification...B-1 B.1 Verifying the Accuracy of ST350 Strain Transducer

Page 35

Appendix B. ST350 Accuracy Verification differences in load (truck) placement. Thus, one can expect that every field test can have an error of two m

Page 36

Appendix B. ST350 Accuracy Verification Trying to measure the strain on a 2" wide strip of metal that is 1/8" thick and mounted as a canti

Page 37

Appendix B. ST350 Accuracy Verification BDI addresses strain measurements on reinforced concrete is to use gage extensions, effectively amplifying th

Page 38

Appendix B. ST350 Accuracy Verification Magnitude of Applied Loads: Calibration tests should always be run up near the maximum safe linear range of t

Page 39 - Verification

Appendix B. ST350 Accuracy Verification B-6

Page 40 - B.1.4 Temperature Effects

Appendix C. Calibration Sheets C.1 Example of Calibration Sheet — BDI Supplied FIGURE C-1. Bridge Diagnostics Calibration Sheet C-1

Page 41

Appendix C. Calibration Sheets C-2 C.2 Example of Calibration Sheet — CSI Supplied Certificate of Calibration CUSTOMER: Company Name: Cam

Page 42 - B.1.7 Other Considerations

Index A I Adjusting Excessive Offset... 3-3 Initial Checkout Procedure – ST350 ...4-1 Alignment ST3

Page 43

Index S Sensor ST350 Adhesive Information... 5-1 Adjusting Excessive Offset ... 3-3 Ali

Page 44

This is a blank page.

Page 45 - Supplied

Section 1. Introduction This manual provides information for interfacing the ST350 Strain Transducer to Campbell Scientific’s Dataloggers. Unless o

Page 46 - Certificate of Calibration

Campbell Scientific Companies Campbell Scientific, Inc. (CSI) 815 West 1800 North Logan, Utah 84321 UNITED STATES www.campbellsci.com info@campbells

Page 47

Section 1. Introduction 1-2

Page 48

Section 2. Specifications Effective gage length: 3.0 in (76.2 mm). Extensions available for use on R/C structures. Overall Size: 4.375 in x 1.25 in

Page 49 - This is a blank page

Section 2. Specifications 2-2

Page 50

Section 3. Sensor Alignment and Installation 3.1 Alignment The BDI ST350 will only measure strain in the axis in which it is aligned with, therefor

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