SBAA532A February   2022  – March 2024 ADS1119 , ADS1120 , ADS1120-Q1 , ADS112C04 , ADS112U04 , ADS1130 , ADS1131 , ADS114S06 , ADS114S06B , ADS114S08 , ADS114S08B , ADS1158 , ADS1219 , ADS1220 , ADS122C04 , ADS122U04 , ADS1230 , ADS1231 , ADS1232 , ADS1234 , ADS1235 , ADS1235-Q1 , ADS124S06 , ADS124S08 , ADS1250 , ADS1251 , ADS1252 , ADS1253 , ADS1254 , ADS1255 , ADS1256 , ADS1257 , ADS1258 , ADS1258-EP , ADS1259 , ADS1259-Q1 , ADS125H01 , ADS125H02 , ADS1260 , ADS1260-Q1 , ADS1261 , ADS1261-Q1 , ADS1262 , ADS1263 , ADS127L01 , ADS130E08 , ADS131A02 , ADS131A04 , ADS131E04 , ADS131E06 , ADS131E08 , ADS131E08S , ADS131M02 , ADS131M03 , ADS131M04 , ADS131M06 , ADS131M08

 

  1.   1
  2.   Abstract
  3.   Trademarks
  4. 1Bridge Overview
  5. 2Bridge Construction
    1. 2.1 Active Elements in Bridge Topologies
      1. 2.1.1 Bridge With One Active Element
        1. 2.1.1.1 Reducing Non-Linearity in a Bridge With One Active Element Using Current Excitation
      2. 2.1.2 Bridge With Two Active Elements in Opposite Branches
        1. 2.1.2.1 Eliminating Non-Linearity in a Bridge With Two Active Elements in Opposite Branches Using Current Excitation
      3. 2.1.3 Bridge With Two Active Elements in the Same Branch
      4. 2.1.4 Bridge With Four Active Elements
    2. 2.2 Strain Gauge and Bridge Construction
  6. 3Bridge Connections
    1. 3.1 Ratiometric Measurements
    2. 3.2 Four-Wire Bridge
    3. 3.3 Six-Wire Bridge
  7. 4Electrical Characteristics of Bridge Measurements
    1. 4.1 Bridge Sensitivity
    2. 4.2 Bridge Resistance
    3. 4.3 Output Common-Mode Voltage
    4. 4.4 Offset Voltage
    5. 4.5 Full-Scale Error
    6. 4.6 Non-Linearity Error and Hysteresis
    7. 4.7 Drift
    8. 4.8 Creep and Creep Recovery
  8. 5Signal Chain Design Considerations
    1. 5.1 Amplification
      1. 5.1.1 Instrumentation Amplifier
        1. 5.1.1.1 INA Architecture and Operation
        2. 5.1.1.2 INA Error Sources
      2. 5.1.2 Integrated PGA
        1. 5.1.2.1 Integrated PGA Architecture and Operation
        2. 5.1.2.2 Benefits of Using an Integrated PGA
    2. 5.2 Noise
      1. 5.2.1 Noise in an ADC Data Sheet
      2. 5.2.2 Calculating NFC for a Bridge Measurement System
    3. 5.3 Channel Scan Time and Signal Bandwidth
      1. 5.3.1 Noise Performance
      2. 5.3.2 ADC Conversion Latency
      3. 5.3.3 Digital Filter Frequency Response
    4. 5.4 AC Excitation
    5. 5.5 Calibration
      1. 5.5.1 Offset Calibration
      2. 5.5.2 Gain Calibration
      3. 5.5.3 Calibration Example
  9. 6Bridge Measurement Circuits
    1. 6.1 Four-Wire Resistive Bridge Measurement with a Ratiometric Reference and a Unipolar, Low-Voltage (≤5 V) Excitation Source
      1. 6.1.1 Schematic
      2. 6.1.2 Pros and Cons
      3. 6.1.3 Parameters and Variables
      4. 6.1.4 Design Notes
      5. 6.1.5 Measurement Conversion
      6. 6.1.6 Generic Register Settings
    2. 6.2 Six-Wire Resistive Bridge Measurement With a Ratiometric Reference and a Unipolar, Low-Voltage (≤ 5 V) Excitation Source
      1. 6.2.1 Schematic
      2. 6.2.2 Pros and Cons
      3. 6.2.3 Parameters and Variables
      4. 6.2.4 Design Notes
      5. 6.2.5 Measurement Conversion
      6. 6.2.6 Generic Register Settings
    3. 6.3 Four-Wire Resistive Bridge Measurement With a Pseudo-Ratiometric Reference and a Unipolar, High-Voltage (> 5 V) Excitation Source
      1. 6.3.1 Schematic
      2. 6.3.2 Pros and Cons
      3. 6.3.3 Parameters and Variables
      4. 6.3.4 Design Notes
      5. 6.3.5 Measurement Conversion
      6. 6.3.6 Generic Register Settings
    4. 6.4 Four-Wire Resistive Bridge Measurement with a Pseudo-Ratiometric Reference and Asymmetric, High-Voltage (> 5 V) Excitation Source
      1. 6.4.1 Schematic
      2. 6.4.2 Pros and Cons
      3. 6.4.3 Parameters and Variables
      4. 6.4.4 Design Notes
      5. 6.4.5 Measurement Conversion
      6. 6.4.6 Generic Register Settings
    5. 6.5 Four-Wire Resistive Bridge Measurement With a Ratiometric Reference and Current Excitation
      1. 6.5.1 Schematic
      2. 6.5.2 Pros and Cons
      3. 6.5.3 Parameters and Variables
      4. 6.5.4 Design Notes
      5. 6.5.5 Measurement Conversion
      6. 6.5.6 Generic Register Settings
    6. 6.6 Measuring Multiple Four-Wire Resistive Bridges in Series with a Pseudo-Ratiometric Reference and a Unipolar, Low-Voltage (≤5V) Excitation Source
      1. 6.6.1 Schematic
      2. 6.6.2 Pros and Cons
      3. 6.6.3 Parameters and Variables
      4. 6.6.4 Design Notes
      5. 6.6.5 Measurement Conversion
      6. 6.6.6 Generic Register Settings
    7. 6.7 Measuring Multiple Four-Wire Resistive Bridges in Parallel Using a Single-Channel ADC With a Ratiometric Reference and a Unipolar, Low-Voltage (≤ 5 V) Excitation Source
      1. 6.7.1 Schematic
      2. 6.7.2 Pros and Cons
      3. 6.7.3 Parameters and Variables
      4. 6.7.4 Design Notes
      5. 6.7.5 Measurement Conversion
      6. 6.7.6 Generic Register Settings
    8. 6.8 Measuring Multiple Four-Wire Resistive Bridges in Parallel Using a Multichannel ADC With a Ratiometric Reference and a Unipolar, Low-Voltage (≤ 5 V) Excitation Source
      1. 6.8.1 Schematic
      2. 6.8.2 Pros and Cons
      3. 6.8.3 Parameters and Variables
      4. 6.8.4 Design Notes
      5. 6.8.5 Measurement Conversion
      6. 6.8.6 Generic Register Settings
  10. 7Summary
  11. 8Revision History

2.2 Strain Gauge and Bridge Construction

One example of a common use-case for a bridge measurement is a load cell comprised of strain gauge elements. A strain gauge is a wire or metallic foil whose resistance changes as the element deforms. When the strain gauge is tensioned (stretched), the foil elongates, causing the resistance to increase. When the strain gauge is compressed, the foil shortens, causing the resistance to decrease. Figure 2-9 illustrates the change in resistance as the strain gauge length changes. A resting strain gauge is shown in black, a tensioned strain gauge is shown in green, and a compressed strain gauge is shown in red.

GUID-20211110-SS0I-0QGP-K34R-97GQDC88QMQ0-low.svg Figure 2-9 Strain Gauge Resistance vs Length: Resting (left), Tension (middle), and Compression (right)

Strain gauges are typically affixed to a structure that has some small amount of flexibility. For example, a rod holding a weight experiences some tension due to the applied load. A strain gauge affixed to the rod also tensions slightly as the rod deforms, increasing the strain gauge resistance so that the tensile force can be measured. Similarly, the strain gauge compresses if the rod compresses, causing a resistance change that directly relates to the amount of compressive force on the rod.

Another example of a slightly-flexible component that uses strain gauges is a load cell, similar to the one shown in Figure 2-10.

GUID-20211110-SS0I-3NPD-DPTH-MCQBGNJM888B-low.svg Figure 2-10 Photo of a Load Cell

Strain gauges are placed into a bridge configuration to construct a load cell. Figure 2-11 depicts a common single-point load cell with four strain gauges at different points around the aperture. As shown, an applied downward force causes the free end of the load cell to move parallel to the fixed end. In this configuration, opposite strain gauges are tensioned (in green) and compressed (in red). This mechanical orientation allows for a proper four-active-element bridge.

GUID-20211110-SS0I-3V3F-PQFQ-FF6VR6WQZZHF-low.svg Figure 2-11 Single-Point Load Cell With Approximate Positions and Responses of the Four Strain Gauges

Figure 2-12 shows the four resistors in their electrical positions in the bridge. Redrawing the elements of the load cell for tension (in green) and compression (in red) shows how these elements have opposite reactions to the strain on opposite sides of the bridge.

GUID-20211110-SS0I-CRQ3-MTB8-C1VGX4BGK3NR-low.svg Figure 2-12 Equivalent Bridge Measurement of the Load Cell

A common application using these type of load cells is a weigh scale. A weigh scale may use one or more load cells measured at the same time. The sum of these load cell measurements is used to calculate the weight of the object being measured.