Strength Of Hardened Concrete Flashcards

1
Q

What is characteristic strength and state it’s formula?

A

The strength at which 95% of samples will exceed that strength.

Characteristic strength=mean strength - n*standard deviation

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2
Q

Explain how fracture occurs in normal strength concrete

A

Micro-cracks gain enough energy, due to loading, to grow outside ITZ and join together around aggregates forming a macro-crack.

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3
Q

Explain micromechanically why hysteresis occurs in normal strength concrete when loaded over 40% of final strength.

A

Micro cracks within ITZ begin to grow as they gain energy from the excessive loading

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4
Q

Name the phase/zone that controls the strength of normal strength concrete and explain why it is weaker than other zones.

A

Inter-facial transition zone, ITZ. Higher w/c ratio, higher porosity, lower strength.

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5
Q

List 4 factors in order of importance that effect the strength of concrete

A

W/C ratio, age, aggregates, curing process

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6
Q

Explain how the use of aggregates affects the strength of concrete

A

Crushed aggregates have rough surfaces, better bond between HCP and aggregate particles. Angular shape means better interlocking and packing of particles.

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7
Q

Explain how curing process affects strength of concrete

A

Ensures water available for as long as possible, no evaporation. Maximum hydration of cement compounds producing maximum hydration products filling pores in between agg particles. Decreases porosity, increases strength.

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8
Q

Compare the strength of concrete cured in dry air and most air

A

Concrete cured in dry air for 28 days has half strength of concrete cured in moist air for 7 days + 21 days in dry air

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9
Q

Explain why there is reduced CH in higher strength concrete and why this helps to increase strength.

A

Additives (CSF, PFA etc) react with CH. CH is weaker than C-S-H, weak points within HCP paste.

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10
Q

Explain why there is no ITZ in higher strength concrete

A

Low w/c ratio of high strength concrete means no spare water to collect around aggregate. CSF fills remaining pores and micro cracks

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11
Q

What is the formula for design strength?

A

Design resistance= characteristic resistance/ material partial factor

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12
Q

Explain how strength and stiffness of HCP in higher strength concrete compares to aggregates and how micro cracks are affected

A

They are similar, micro cracks form in aggregate as well as HCP

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13
Q

Compare stress-strain curves of normal strength concrete and higher strength concrete

A

HSC is more linear but brittle, failure occurs at peak strength. Hysteresis occurs in NSC and is non linear, failure occurs beyond peak strength.

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