partial strength

USAGE SUMMARY

The phrase "partial strength" is correct and usable in written English.
It can be used in contexts where something is not fully strong or complete, often in reference to materials, substances, or capabilities. Example: "The concrete mix was designed to achieve partial strength during the initial curing phase before reaching full strength."

✓ Grammatically correct

Science

News & Media

Human-verified examples from authoritative sources

Exact Expressions

20 human-written examples

For too long, the S.E.C. has been operating at partial strength.

The New York Times

Some pills contain no active ingredients, some are partial strength and some the wrong formulation entirely.

The Guardian

Therefore, the use of partial strength DST joints equipped with friction pads is proposed.

Engineering Structures

However, modern codes contemplate the possibility of semi-rigid and partial strength connections.

Engineering Structures

An extension to this work which considers the presence of a semi-rigid, partial strength connection is described herein.

Journal of Constructional Steel Research

Although generally designed to behave as pinned connections, this type of joint is generally semi-rigid and partial strength, thus providing a reserve of strength against progressive collapse.

Journal of Constructional Steel Research

Human-verified similar examples from authoritative sources

Similar Expressions

40 human-written examples

The stiffness and strength of these connections mainly fell into the semi-rigid and partial-strength categories, respectively.

Journal of Constructional Steel Research

Numerical results confirmed the experimental conclusions and revealed that the use of intermediate and low shear connection degrees with partial-strength joints results in an advantageous seismic design.

Journal of Constructional Steel Research

The results show that steel storage rack beam-to-upright bolted connections, classified as "semi-rigid" and "partial-strength" connections, generally experience ductile failure modes.

Thin-Walled Structures

The results show that boltless connections, categorised as "semi-rigid" and "partial-strength" connections, exhibit good ductility, moderate energy dissipation capacity and severely pinched hysteresis loops.

Journal of Constructional Steel Research

In the last twenty years, numerous researches have been devoted throughout Europe to the behaviour of semi-rigid and partial-strength joints in steel structures.

Journal of Constructional Steel Research

Expert writing Tips

Best practice

When describing the characteristics of a material or structure, use "partial strength" to indicate that it does not possess its full or intended load-bearing capability. Be specific about the degree or percentage of strength achieved if possible.

Common error

Avoid assuming that components exhibiting "partial strength" behave linearly. The relationship between load and deformation may be non-linear, especially near the point of failure. Always consider non-linear analysis where appropriate.

Linguistic Context

The phrase "partial strength" functions as a descriptive term, typically modifying a noun to indicate that the noun's strength is not complete or at its maximum. Ludwig examples show its use in technical and scientific contexts, relating to materials, structures, and connections.

Expression frequency: Common

Frequent in

Science

82%

News & Media

10%

Formal & Business

8%

Less common in

Encyclopedias

0%

Wiki

0%

Reference

0%

Ludwig's WRAP-UP

The phrase "partial strength" is used to describe a state of reduced or incomplete strength, most commonly in scientific and technical contexts. Ludwig AI confirms its grammatical correctness. When employing this term, clarity is essential: provide specific details about the degree or nature of the strength limitation. This can help avoid assumptions and ensure the intended meaning is accurately conveyed. Related alternatives include "limited strength", "reduced strength", and "incomplete strength", each with slightly different nuances. Keep in mind that the contexts, in which it is most commonly used, are Science, News & Media and Formal & Business.

More alternative expressions

Phrases that express similar concepts, ordered by semantic similarity:

limited strength

Focuses on the restriction of strength rather than the degree of it.

reduced strength

Highlights the act of diminishing strength from an original value.

incomplete strength

Emphasizes the lack of full or complete strength.

decreased strength

Similar to reduced strength, but suggests a gradual decline.

weakened strength

Suggests that the strength has been compromised or made less effective.

moderate strength

Indicates a level of strength that is neither high nor low.

relative weakness

Highlights weakness in comparison to something else.

semi-strength

Indicates approximately half the full strength.

fractional strength

Implies a small or divided portion of the overall strength.

attenuated strength

Suggests a strength that has been lessened or diluted, often in a gradual way.

FAQs

How can "partial strength" be used in a sentence?

You can use "partial strength" to describe something that has not reached its full capacity. For example, "The structure was designed with "partial strength connections" to allow for energy dissipation during seismic events."

What's the difference between "partial strength" and "full strength"?

"Partial strength" indicates a condition where something is less than its maximum potential, while "full strength" refers to the maximum or complete capacity.

What can I say instead of "partial strength"?

Depending on the context, you can use alternatives like "limited strength", "reduced strength", or "incomplete strength".

In engineering, when would "partial strength" be a desirable design characteristic?

"Partial strength" is sometimes intentionally designed into connections or components to act as a fuse or energy-dissipating element, protecting other parts of a structure from overload during extreme events. This is common in earthquake-resistant design, for example.